Collection of selected, peer reviewed papers from the 2013 International Conference on Civil, Architecture and Building Materials (3rd CEABM2013), May 24-26, 2013, Jinan, China.
The 724 papers are grouped as follows:
Chapter 1: Geotechnical Engineering;
Chapter 2: Geological Engineering;
Chapter 3: Tunnel, Subway and Underground Facilities;
Chapter 4: Seismic Engineering;
Chapter 5: Disaster Prevention and Mitigation;
Chapter 6: Hydraulic Engineering and Hydrology;
Chapter 7: Coastal Engineering;
Chapter 8: Construction Technology;
Chapter 9: Water Supply and Drainage Engineering;
Chapter 10: Heating, Gas Supply, Ventilation, Air Conditioning Works and Daylighting Design;
Chapter 11: Computational Mechanics;
Chapter 12: Surveying Engineering;
Chapter 13: Cartography and Geographic Information System;
Chapter 14: CAD/CAE/Computer Technology.

Les mer

Selected, peer reviewed papers from the 2013 International Conference on Civil, Architecture and Building Materials (3rd CEABM 2013), May 24-26, 2013, Jinan, China

  • Preface and Conference Organization
  • Chapter 1: Geotechnical Engineering
  • Case Study of a Failed Slope of a Port in Southern China
  • Recent Advance of Horizontal Drainage Cushion in Vacuum Preloading Method
  • Prestressed Anchor Bolt Impact on the Deformation of Composite Soil Nailing
  • Study on the Tests of Soil-Water Characteristic Curves of Unsaturated Soil
  • Experimental Study on Mechanical Properties of Jurassic Soft Rock in Shajihai Mining Area of Xinjiang
  • Experimental Analysis on Microstructure and Mineral Composition of Jurassic Soft Rock in Shajihai Mining Area of Xinjiang
  • Research on Microstructure Statistical Model of Soil-Rock Mixture
  • Seepage Filed Studies on the Effect of the Proposed Underground Garage
  • Elastic-Plastic Analysis of Peak Stress of Anchor in Circle Tunnel
  • Estimating Diffusion Radius Grouting into Broken Rock Mass
  • Stability Analysis Based on a Highway Slope in Yunnan
  • Searching Sliding Surface of Homogeneous Soil Slope by Maxing Residual Sliding Force
  • Review of Design Methods of the Ultimate Side Shear and Base Resistance for Rock-Socketed Pile
  • The Formation of Ice Lenses in Unidirectional and Multidirectional Freezing Soil
  • Study on Initial Cracking of Expansive Soil and FEM Simulation
  • The Inclination of Bridge Pier due to Neighboring Embankment Construction and its Rectification Technique
  • The Numerical Simulation of Effect of Parameters for Bolts on Slope Stability
  • Method for Calculating Active Earth Pressure of Retaining Wall Based on Energy Theory
  • The Numerical Analysis of Stability against Upheaval of Foundation Pit
  • Analysis of Displacement Caused by Excavation at the Existing Bridge Abutment Cone
  • The Advanced Destruction of Submarin Sandy Slopes
  • The Elasto-Plastic Waves of Solids with Dilatancy Effect
  • The Analysis about Seepage of the Bank Slope under the Cycle Rising and Drawdown of Reservoir Water Level
  • Causes Analysis and Control Measures of Landslide on Expressway from Yangshuo to Pingle in Guangxi
  • Influence of Strength Attenuation for Silt Soil on the Fatigue Life of Semi-Rigid Base
  • Experimental Study on the Time Effect of the Jacked Pile
  • Analysis of Reliability on Slope Stability Based on Safety Factor
  • A Dilatancy Constitutive Modelling of Saturated Sands Based on the State Parameter
  • Study and Application of Displacement Back Analysis Based on CACA-SVM
  • Influences of Vehicle Loads on Braced Excavation in Soft Clay
  • Gross Error Elimination and Index Determination of Shearing Strength Parameters in Triaxial Test
  • Comparison and Analysis of Influence of Soil Deformation on the Speeds of Execution for Deep Foundation Pits
  • Study and Application of Slope Displacement Back Analysis Based on SVM-CTS
  • The Discussion of Issues Related to the Rock Mass Structure Classification of Dam Foundation
  • Overview on the Bearing Behavior Research of Rock-Socketed Piles
  • Numerical Investigation on Factors Influencing the Time-Dependent Stability of the Rock Slopes with Weak Structure Planes
  • Influence of Hydroxyl Aluminium on the Engineering Properties of Montmorillonite Clay
  • Study on the Effect of Vibration Loads Induced by Bridge Pile Foundation Construction on Adjacent Buried Pipeline
  • Study on the Reinforce Model of Loess Slope
  • Experimental Research of Soft Soil Ground Treatment in Yangpu Port by Static-Dynamic Drainage Consolidation
  • Instability and Failure Mechanism of Slope in the Condition of Extreme Snow Hazard
  • Analysis of Foundation Non-Uniform Settlement for Building on Collapsible Loess
  • Recognition Method of Mesoscopic Medium Based on Cellular Automata Correction Method
  • Investigation of the Constitutive Modle of Saturated Frozen Soil Based on Damage
  • Analysis of Differential Settlement Influence on Internal Force of Box Culvert Structure
  • Security Reliability Analysis of Circulating Water Pump House Pit Excavation of Chen Jiagang Power Plant
  • Excavation Program and Stability Analysis of High-Steep Rock Slope
  • Kinematic Soil-Structure Interaction Effect in Layered Liquefiable Soils on Foundation Input Motion
  • Numerical Limit Equilibrium Analysis Method of Slope Stability Based on Particle Swarm Optimization
  • Study and Application of Three-Step Supporting Design Method in Coal Roadway
  • On Ground Settlement Rate Approach of Preloading Method
  • The Numerical Analysis of Gravel Pile Reinforcing Liquefiable Silt
  • Study on Deformation Property of Soft Soil Based on Neural Networks
  • Effect Analysis of Soil Improvement on Mechanical and Deformation Characteristics of Supporting Structure in Soft Area
  • Retaining and Protection Design of One Complex Building's Deep Foundation Excavation
  • Effect of Damping Ditch in Dynamic Compaction
  • Design and Test of Self-Draining Pile
  • Experimental Research on Coupling of Swelling Rock between Swelling and Creep
  • Prevention and Control Technology Research on Rock Burst of Fully Mechanized Caving Faces and Gob-Side Entry
  • Analysis of Seepage Field and Stability of Clinosol Slope under Rainfall Infiltration
  • Study on Lateral Earth Pressure of Anchored Retaining Wall
  • Mechanics Research on Rock Stress and Deformation of Lancang River Canyon's Large - Scale Dumping Deformation
  • Dynamic Response and Internal Force of Partially Embedded Single Pile with Distributed Loads
  • Shape Effects on the Undrained Uplift Capacity of Skirted Suction Foundations in Clay
  • Effect of Ground Fissures on Subsidence in Xi'an Metro Line 2
  • Analysis on Bearing Capacity of CFG Pile Composite Foundation in Baotou
  • Application of Mc Composite Retaining Structure in the Silt Soil Foundation
  • Grouting Reinforcement of Governance on Detecting Evaluation of Goaf by Using GPR
  • Calculation Method of Bearing Capacity Improvement of Soft Soil Foundation under Vacuum Preloading
  • The Prediction of Blast Vibration
  • Application of Double-Row Pile Optimization Design and Systematic Monitoring of Foundation Pit in the Main Stage Store of Jinan West Railway Station Great Theatre
  • Model Tests on Force Characteristics of Reinforced Retaining Wall
  • Research of the Anisotropys Effect on the Deformation and Consolidation Coefficient of the Soft Soil
  • Study on Damage Constitutive Model of Cemented Tailings Backfill under Uniaxial Compression
  • Study of Evaluation Method in Terms of Structural Planes Mechanical Characteristics in Engineering Rock Mass
  • The Studying Fabrication and Application of the Multifunctional Frozen Triaxial Test Apparatus
  • Numerical Analysis of Soil Pressure inside the Sunken Large Diameter Cylindrical Structure Based on ABAQUS
  • Geo-Stress Measurement and its Application in the Yangchangwan Coal Mine
  • Finite Element Numerical Simulation Analysis on Deformation of Adjacent Building with Shallow Foundation due to Excavation
  • Dam Phreatic Line Simulation on FLAC3D: A Case Study
  • The Application for Reinforced Concrete Piles of Marine Sedimentary Soft Soil Foundation Treatment
  • Research on Surrounding Rock Stability by Ideal Point-Rough Set Efficacy Coefficient Method
  • Numerical Simulation Research on the Mechanical Process of Pile-Anchor Retaining Deep Building Foundation Pit
  • A Few New Methods of Stability Coefficient Calculation of Landslides
  • Research on Static Mechanical Properties of Interface between Structure and Gravel Underlayer
  • Stability Prediction of Surrounding Rocks and Optimum Design of Roof-Bolt Parameters in Deep Roadway
  • Experimental Study on Test Methods of the Intergranular Suction of Unsaturated Lateritic Soil
  • Analysis and Calculation of the Additional Stress in the Foundation under Trapezoid-Distribution Load
  • Research of the Dynamic Compaction Effective Reinforcement Depth of Cohesionless Soil
  • Analysis Influence of Pile Embedded Depth and Diameter on Pile Tip Resistance
  • 3-Dimensional Digital Image Correlation for Strains Determination in Clayey Soil
  • An Observation and Analysis of Passenger Dedicated Line Subgrade in Coastal Soft Soil Zone
  • Slope Stability Control Technology during the Horizontal Chamber Driving
  • An Analytical Solution to Temperature Distribution of Single-Row-Piped Freezing with Different Pipe Surface Temperatures
  • Application Research on Dynamic Compaction Replacement Pier Foundation Treatment Methods
  • Study on Rock Mechanics in Stability State of Kangding Substation
  • The Sensitivity and Reliability Analysis of Slope Stability Based on Strength Reduction FEM
  • Numerical Simulation and Analysis of Centrifuge Model Tests with Nonhomogeneous Materials in Geotechnical Engineering
  • Dynamic Finite Element Analysis for Contact Stress of Dynamic Consolidation
  • DDARF Analysis on Shear Tests of Jointed Rock Mass
  • Study on Energy Evolution Process of Hard Brittle Rock under Uniaxial Compression
  • Main Problems and Solutions on Design and Construction of Qinghai-Tibet DC Transmission Project in Permafrost Region
  • Experimental Study on Three Dimensional Coupled Stress-Seepage Law of Single Fracture
  • Impact of Rigid Pile Composite Foundation with Lateral Unloading
  • Testing Study on Bearing Behavior of Belled Large-Diameter PHC Pipe Pile by NAKS (Nakabori Kakutei System) Construction Method
  • Analysis of the Reliability of Soil Nailing Supporting Structure
  • Experimental Research on Wetting Deformation of Laterite with Different Stress Paths
  • Research on Natural Settlement Rule of Dredged Silt in Tianjin Binhai Region
  • Experimental Research on Soil-Water Characteristic Curve of Unsaturated Soils
  • Comparative Study on Force Characteristics of Vertical and Inclined Cantilever Retaining Pile
  • Experimental Research of Fine Sandstone Strength and Deformation Characteristics under Different Confining and Hydraulic Pressure
  • Experimental Study on Fly Ash Using for the Measurement of Preventing Frost Heave of Road
  • A Study on Constitutive Relation of Unloading Rock Mass Under Compression-Shear Stress
  • Influence Study of Confining Pressure on the Dynamic Parameters of the Silty Clay
  • Analysis of Engineering Application about Reinforced Earth Retaining Wall
  • Compressive Properties of Crushed Stone-Loess Reinforced with Geogrid
  • Numerical Simulation of Post-Construction Deformation Characteristics of Storage Oil Tank Ground
  • An Experimental Study on the Dynamic Strength of Earth-Rock Aggregate
  • Strength Attenuation Law of Damaged Rock Samples and its Structure Effect
  • Study on Strength Properties and Crack Expansion Evolution Laws of Rock Containing Multiple Fissures
  • Displacement Prediction for Soil Nailing Based on ANN
  • Research on Seepage Field in Fractured Rock Mass of Underground Oil Storage Cave Using Distinct Element Method
  • Monitoring and Numerical Analysis on Displacement of High-Voltage Pole around Foundation Pit Excavation
  • Analysis of Anti-Floating Measures and Construction Parameters of Shield Tunnel through River under Ultra-Shallow Covering
  • Numerical Analysis of Geocell Protective Slope Stability
  • Deformation Monitoring and Numerical Analysis at the Top of Slope of a Foundation Pit
  • An Experimental Study on the Mechanical Characteristics of Sandstone-Like Material with Preset Filling Joints
  • The Analysis of Stability of Mine's Tailing Dam Based on the FLAC3D
  • Study on Slope Instability Disciplinarian on the Condition of Rainfall
  • Study on the Geotechnical Engineering Properties of Polluted Soil
  • The Fluid-Solid Coupling Analysis of Three-Dimensional Slope Based on ABAQUS
  • The Study on Failure Mechanism of 3D Cracked Rock Mass under Fissure Water Pressure
  • Slope Deformation Prediction Based on Chaotic-SVM
  • Sensitivity Analysis of Shear Stress between the Landslide and Pile
  • Simulation and Application of Rock Fracture Mechanics Model
  • Analysis and Treatment of Landslide at the Tunnel Portal in Nanjing Road
  • On Numerical Simulation of the Stepped Soil-Nail Wall
  • Research on the Mechanical Behavior Effect of around Composite Foundation under Soil Lateral Displacement
  • Analysis of Particle Crushing in Rolling Compaction for Rockfill Dam Using DEM
  • Research Progress and Development of CFG Pile Composite Foundation
  • Study on Effect of Gradient of Landfill Side Slope on Tensile Force of Geosynthetic Liner
  • Discrete Element Simulation of Rock Crushing Considering Different Shape
  • Relationship of Plasticity Index of Soil with Laboratory and Field Electrical Resistivity Values
  • The Improvement on the Determining Method of the Proper Pile Length in the Collapse Loess
  • Numerical Simulation of Unsaturated Evaporation and Drying Front Advancing in One-Dimensional Soil Columns
  • Soil Shear Strength Characteristic in Slope Disintegration Area
  • An Analysis of the Influence of the Temperature on the Capillary Migration of the Residual Soil
  • Analysis and Evaluation of Stability for the Landslide of Suoertou
  • Stability and Deformation Analysis for Excavation and Backfilling of Fushun West Open-Pit Coal Mine
  • Research of an Slope under Rainfall and Deep Excavation Condition with UDEC
  • Vibration Attenuation Characters in Deep Holes under Road Traffic Load
  • Displacement Prediction of Rock Slope on Genetic Neural Network
  • Experimental Study on Shear Strength of West Sichuan Unsaturated Mixed-Soil
  • Influencing Factors of Bearing Behavior of Settlement Reducing Pile Foundation for Immersed Tunnel
  • Soil-Water Characteristic Curve for Unsaturated Mixed-Soil Considering Physical Form and Dry Density Effect
  • Study on Earth Pressure and Engineering Properties of Solid Waste during Foundation Pit Excavation
  • Construction Organization Optimization for Subgrade Engineering in Tropical Rainy Regions
  • Numerical Simulation of Mechanical Properties of Reinforced Red-Sandstone Granular Soil Based on 3D Discrete Element Method
  • Evaluating the Bearing Capacity of a Soil Layer Overlying Rigid Substratum Using a Modified Failure Mechanism Based on Limit State Analysis
  • Model Test Research of Surcharge Contribution to Ground Bearing Capacity
  • Design Scheme and Construction Technology of Combined Support for a Deep Foundation Pit Excavation
  • Finite Element Analysis of Pier Top Horizontal Displacement Caused by Newly-Built Road under High-Speed Railway Bridge
  • Study on the Deformation Forecasting for the Tunnel Surrounding Rock Using the Neural Network
  • Dynamic Interaction between Reservoir and a High Concrete Face Rockfill Dam on Deep Alluvium Deposit
  • The Modified Cam-Clay Model and the Constitutive Relation Principle of Thermodynamics with Internal Variables
  • Highway Subgrade Dynamic Response Model Test Study on Foundation-Broaden Dynamic Compaction Consolidation
  • Finite Element Analysis of One Dimention Large Strain Consolidation of Clays with Variable Compressibility and Permeability
  • Geotechnical Centrifuge Modeling of Super-High Embankment Filled by Red Soft Soil in Western Yunnan Province
  • Experimental Study on Strength of Rock Masses with Transfixion Joint under Uniaxial Compression
  • Performance of Abutment with Geocell Reinforced Cement Soil Backfill
  • Measures and Mechanism of Reinforcement of Soft Subgrade of High Speed Railway in Operation
  • Sensor Network Optimal Design of Microseismic Monitoring System at the Left Slope of Jinping I Hydropower Station
  • Waterproof and Drainage Diseases of Subgrade and its Prevention Measures in Loess Donga
  • Prediction of Ultimate Bearing Capacity of Half-Screwed Pile by Integrated Exponential Function Model
  • Research on Detection of Breaking Rock Zone of Roadway Surrounding Rock with Ground Penetrating Radar
  • Experimental Study on the Effect of Joint Spacing on Fragmentation Modes and Penetration Rate under TBM Disc Cutters
  • Upper Bound Limit Analysis of Passive Earth Pressure of Cohesive Backfill on Retaining Wall
  • On Energy Strength Theories for Geomaterials
  • Deformation and Failure Characteristics of Embankment upon the Slope in Permafrost Area under Different Foundation Slope
  • Soil Resistivity Measurements to Predict Moisture Content and Density in Loose and Dense Soil
  • Optimization Design of Coupling Beam of the Frame Double-Row Piles
  • Chapter 1: Geotechnical Engineering
  • Research on Geogrid Strain of Reinforced Earth Retaining Wall by Numerical Simulation
  • Numerical Study on Dam-Foundation-Dam Interaction
  • Dynamic Triaxial Test Research of Stage Change of Cohesive Soil
  • The Study of Optimization Design Numerical Simulation on Variable Spacing Pile-Raft Foundation
  • Stability Analysis of Unsaturated Soil Slopes Based on Unified Strength Theory
  • Anti-Floating Anchor Rods and Waterproof Construction Technology for Deep Pits
  • Analysis on FLAC Large Deformation Mode of Rock Mass due to Transform from Open-Pit to Underground Mining
  • Control on Reasonable Impact Loading in Static-Dynamic Drainage Consolidation Method
  • Dig-Hole Pile Excavation by Blasting in Cities and Towns
  • Applications of Soil Nailed Wall in Foundation Pit Support
  • Static Loading Test of the End-Bearing Pile under the Sides Friction Action
  • Response Law and Influencing Factors of the Soil under Action of Pile Driving Vibration Based on Midas/GTS
  • Research on Design and Application of the CDM Pile
  • The Spatial Block Stability Test in Variable Angles and Safety Evaluation
  • Research on Soil-Water Characteristic Curve of Unsaturated Mixed-Soil in West Sichuan
  • Application Research on Geo-Filament Bolt Reinforced Earthen Site
  • Study on the Bearing Capacity of Slime Friction Pile Based on the Double-Sheared Theory
  • Rainfall Threshold of Rainfall-Induced Landslides Based on Laboratory Test
  • The Safety Assessment of Bored Pile Retaining Wall Based on Back Analysis for Bending Moment
  • Test Research on the Meso-Fabric Properties of Undisturbed Moraine Soil on the West Side of Yulong Snow Mountain
  • A Soil Stratifying Method Based on Piezocone Penetration Test
  • Deformation Failure Analysis and Stability Control Technology of Large Section Soft Rock Chamber in Deep Coal Mine
  • Research of Hydraulic Characteristics of Cofferdam and Leaching System on Joint Way of Nanjing Second Yangtse Bridge
  • Deformation and Stability Analysis of Large Slope Based on ADINA Software
  • The Evaluation of Stability of Rock Mass Slope Based on the Block Theory and DDA Numerical
  • North China Lower Coal Surrounding Rock Failure Characteristics Study Based on FLAC3D and Fiber Bragg Grating
  • Analysis of the Primary Consolidation Settlement Considering of the Settlement Load
  • Numerical Analysis of Time Dependent Behavior for Celadon Clay Rock
  • Subgrade Slope Stability Analysis under the Condition of Rainfall Infiltration
  • Study on the Rockmass Instability of Open-Pit Mine by Block Theory and Numerical Simulation Methods
  • The Zonal Disintegration Law within Coal in Front of Working Face in Deep Coal Mine
  • Analysis of the Results of Pile Trial for the Subsidiary High-Rise Building of the Shandong Provincial Center for Culture and Art
  • Study on the Small-Strain Behaviors of Unsaturated Soils
  • Forecasting of Landslide Displacement Based on Exponential Smoothing and Nonlinear Regression Analysis
  • Nonlinear Consolidation Analysis of Stone Column Composite Ground under Time-Dependent Loading
  • Relationship between Dynamic Modulus and Static Detection Index in Red Sandstone Subgrade
  • Study on Material Physical and Mechanical Characteristics Tests on Tailing Dam
  • Chapter 2: Geological Engineering
  • Numerical Simulation Study on Development of Geothermal Resource in the Borehole Wall Surrounding Temperature Field
  • Microscopic Features of Mudstone Based on SEM Images
  • Response and Test of Whole Space Transient Electromagnetic Field in Mine Goaf Water
  • A Prediction Model of Loess Collapsibility Base on the Method of Fuzzy Information Optimization Processing
  • The Microstructure Characteristic of Compacted Laterite with Acid Pollution
  • The Assessment of Risk of the Ground Fissures Based on AHP
  • 3D Modeling of Ground Fissures Based on Projection-Deviation Method
  • Study on the Engineering Geological Properties of Drill Hole in North Yellow Sea
  • 3D Fracture Network and Block Analysis of the South End-Slope of Antaibao Coal Mine
  • Forecasting Major Geological Hazards about Construction Projects of Mengshan Lead-Zinc Mining
  • Nuclide u Transport in Radioactive Waste Disposal Field with Weak Permeable Media
  • Application of Wire-Line Coring Hydraulic Hammer Drilling in a Deviated Gold Mine Formation
  • Progress in Platinum Group Element (PGE) in Black Shale Series
  • Sr-Nd-Pb Isotopic Geochemistry of the Hukeng Granite Body in Jiangxi Province, South China
  • The Fractal Characteristic Analysis of Coal Pore Structure Based on the Mercury Intrusion Porosimetry
  • Surface Wave Dispersion Imaging Using Improved τ-p Transform Approach
  • Anisotropic Variation Characteristics of Pore Distribution Based on Saturated Clay Microstructure
  • Study on the Relationship between Deformation and Stability of Large Landslide with the Rainfall
  • Gushing Water of a Deep Buried Long Tunnel under High Water Pressure and High Ground Stress
  • The Road Surface Collapse Geophysical Exploration and Governance Measures
  • Susceptibility Forecast of Geo-Hazard under the Conditions of Earthquake and Rainfall
  • Consolidation Settlement of the Modern Yellow River Subaqueous Delta
  • Exploration of Determining the Bearing Capacity of Calcareous Concretion Soil with Static Cone Penetration
  • Statistical Analysis the Distribution of Landslide Triggered by m 8.0 Wenchuan, China Earthquake of May 12, 2008
  • A Study on the Differences of Mechanical Properties between CH4 and CO2 Hydrate-Bearing Sediments
  • The Application of Measurement Robot in Landslides Emergency Monitoring
  • Discussion about Gold Ores Mineralization of Collision-Type Orogeny in the East of Shandong
  • Three Dimensional Simulation Method of Landslide Risk
  • About the Unloading in Elastoplastic Inhomogeneous Bodies
  • High Containing Fly Ash Grouting Material Performance Test of Large Channel Underlying Goaf
  • Study on Rockburst Intensity Prediction Based on Efficacy Coefficient Method
  • Fatigue Damage Model of Limestone Based on Dynamic Elastic Modulus Attenuation Rule
  • Simulation of Electric Field Distribution in Concrete of Pulse Electro-Osmosis Technology Based on ANSYS Software
  • Characteristic Analysis of Rainfall Variation in Zhuzhaoxin River Basin
  • The Study of Failure Status and Treatment Methods of Open-Mining Rock Slope in Chongqing
  • Chapter 3: Tunnel, Subway and Underground Facilities
  • Numerical Simulation Study on Three-Dimensional Seepage Field of Deep Excavation Dewatering in Thick Aquifer
  • Supporting Numerical Simulation of Roadway Surrounding Rock in Deep High Stress Based on Broken-Expand Deformation
  • Numerical Analysis on Minimal Safe Distance between Two Opposite Excavation Faces of Deep-Buried Tunnel
  • Design of Shallow Depth Tunnel with Asymmetric Twin Arches and its Construction Procedure in Poor Rock Mass
  • Study on Structural Design and Driving Process of a Subway Station with Large Transection by Tunneling Method
  • Analysis of Initial Stress-Strain State’s Influence on the Collapse of Tunnels
  • Analysis of the Earth Surface Subsidence Caused By the Dewatering of Shenyang Subway in China
  • Direct Calculation Formulae for Critical Depth of II Type Horseshoe Tunnel with Flat-Bottom
  • Stability Analysis of Storage Caverns in Bedded Salt Rock Formation
  • Simplified Calculation Method of Normal Water Depth on II Type Horseshoe Tunnel with Flat-Bottom
  • Study on Selection of Segment Lining Structure for Large Profile Underwater Shield Tunnel
  • Design of Blasting Scheme Based on Numerical Simulation
  • Risks of TBM Construction and Corresponding Measures
  • Finite Element Analysis of Creep Induced Volume Shrinkage of Salt Caverns
  • Study and Application of PBA Tunneling Technology in Shenyang Metro
  • Prediction for Long-Term Deformation of Existing Tunnels Induced by Underground Excavation in Shanghai Subway Project
  • Research on Mechanical Behavior of Pipe-Roof Reinforcement Applied in Tunnel Based on MATLAB
  • Research on High-Efficiency Rock Fragmentation of TBM Cutter-Head
  • Computational Fluid Dynamics Simulation of Ventilation Effect of a Large Cross-Section Cable Tunnel
  • Model Test Study on a Large-Section Cable Tunnel
  • The Crushing Mode and the Optimal Penetration of Two Disc Cutters Cutting Marble under Different Confining Stress
  • Experimental Study on Kilometer-Deep Shaft Working Face Advancing Step and Mining-Induced Stress Distribution Law
  • Study of Tunnel Surrounding Rock Classification Based on Drifting Degree and Uncertainty Measurement
  • Field Test Study on Cutting Obstacle Piles Directly by Shield Cutters
  • Discussion for Displacement Control Criteria of Soft Rock Tunnel in the Seismic Area
  • Discussion of Tunnel Displacement Control Reference Group the Relevance of Factors for Earthquake Zone
  • Stochastic Prediction for Frost Heave Effect of a Subway Tunnel
  • Study on the Human Behavior in Metro Fire
  • Shaking Table Test to Underground Structures in Layered Foundation
  • Study on the Influence of Pit Excavation on the Stability of Underground Openings Using Different Models
  • Numerical Simulation Method of Safe Distance between Concealed Karst Cave and Tunnel Based on Energy Catastrophe
  • Breakage Probability Calculation of Shield Tunnel under the Effect of Foundation Pit Excavation
  • Deformation Characteristics Research on Gravel Bed for Deep Buried Immerse Tunnel
  • Small Spacing Tunnels the Blasting Excavation Dynamic Effect
  • The Influence of Engineering Factors to Groundwater Recovery in Mountain Tunnel
  • Engineering Feasibility Study on the Beijing East 2nd Ring Underground Road
  • Analysis and Evaluation on Stability of the Steep Coal Seam Gob
  • The Study of Numerical Analysis about the Stability of Tunnels with Typical Planes of Fracture
  • Integrated Advanced Geological Prediction for Tunneling in Karst Area
  • Study on Influence Factors of Underground Joint Rock Cavern Displacement
  • Analysis on Ground Settlement Induced by Shallow Buried Cross Channel of CRD Method under Artificial Filling
  • Application of Carbon Fiber Cloth in Reinforcement of Metro Tunnel Disease
  • Study on Stability of Surrounding Rock in Shallow Tunnel under Unsymmetrical Pressure
  • Prediction on Ground Surface Settlement Caused by Subway Shield Construction in Xi'an
  • Study on Excavation Procedure of Dawangou Shallow Tunnel under Unsymmetrical Pressure
  • Analysis on Feet-Lock Bolt in Viscoelastic Surrounding Rock
  • Application of Horizontal Jet Grouting in Qingdao Tunnel Construction
  • Study on Fluid-Structure Interaction Based on Hard Rock Deterioration Theory
  • Study on the Information Processing Technology of Deformation Monitoring Data in the Underground Engineering
  • Supporting Technology Research of Concrete Filled Steel Tubular Support in Extremely Soft Rock Mining Area
  • Mechanism of Water Inflow of Subsea Tunnel Induced by Blasting Excavation
  • Numerical Analysis of Large Pipe Roof Support Reinforcement in Shallow Expansive Loess Tunnel
  • Application and Study of C80 High Performance Concrete in Freezing Shaft Sinking Techniques
  • Numerical Experiments of Drilling Pressure Relief Preventing Roadway Rock Burst
  • Safety Evaluation Model for Traffic Operation Environment of Freeway Tunnel
  • Study on Superposition Impact and Hazard Control of Surrounding Environment in the Process of Complex Foundation Pit Excavation
  • Instability Mechanism of Surrounding Rock for Super-Large Cross Section at High-Speed Railway Tunnel Portal
  • Deformation Monitoring and Data Analysis for Metro Construction with Mining Method in Dalian
  • Static and Dynamic Analysis for Ovaling Deformation of Circular Tunnels under No-Slip Conditions
  • Research on Geological Safety of the Southern Section of Gouzhigou Tunnel in the Pipeline Project
  • Analysis of Influence of Shield Tunneling Crossing underneath Intercity Railway and Shield Tunneling Parameters Optimization
  • Influence of Soft Rock Factor and Time Dependence in Deep Tunnel
  • Public Use Planning of Civil Air Defense Works in Residential District
  • Stability Study of a Pumped Storage Power Station's Underground Powerhouse
  • Research on Construction Technology of Shallow-Buried and Long-Span Railway Tunnel in Soft Rock
  • Elastoplastic Analysis of Surrounding Rocks of the Pressure Tunnel
  • Influence of Tunnel Excavation on Adjacent Rigid-Flexible Pile Bearing Horizontal Loads
  • The Triaxial Shear Test of Artificially Frozen Soils in Tunnel Construction of Hong Kong
  • Construction of Zhoutouzui Immersed Tunnel in China
  • Properties of Frozen Soils for Cross Passage Construction in Line 1 and 2 of Wuxi Metro
  • Study on Seepage Field of Artificial Water Curtains for Underground Petroleum Storage Caverns in Fractured Rock Mass
  • Research on Effects of Underground Roadway Arrangements for Surround Rock Bearing Capacity
  • Study on High Prestressed Anchor Beam Supporting Optimization Technology in Deep Roadway
  • Failure Characteristics and Support Optimal Design of Columnar Jointed Rock Mass at a Diversion Tunnel
  • Rock Long-Term Strength Parameters Determination of a Salt Cavern Gas Storage
  • Tunnel Karst Disease Risk Estimation by Advance Geological Forecast
  • Study on the Mechanical Behavior of Excavation and Support Construction of Shallow Tunnel
  • Research on the Temporal and Spatial Variation of Shallow Tunnel by Construction Disturbance
  • Research on Fractal Crack Propagation Mechanism of Hydraulic Tunnel Concrete Lining
  • Research on the Stability of Surrounding Rock in Shallow Tunnel under Unsymmetrical Pressure Based on RDM
  • Evaluation of Supporting Structure Stability on New Fault of Xuefengshan Tunnel Zk97+830
  • Dynamic Response Analysis of Xi'an Bell Tower Timber Structure under the Metro-Vibration Load of Line 6
  • 3D Simulation of Mechanised Excavation in Brittle Rock
  • Dynamic Response Analysis of Xi'an Bell Tower Timber Structure under the Metro-Vibration Loading of Line 2 and 6
  • The Reliability Theory Based Expert System Research for Subway Construction Safety Risk Identification
  • Research to the Influence of Bolt Direction on the Surrounding Rock
  • Research of Shed-Cable Supporting Technology & Regularity of Minig Roadway Pressure in Three-Soft Seam
  • Single Opening Tunnel Hood Parameter Sensitive Research
  • The Current Researches on the Piston Effect in Subway Station
  • Characteristics of the Train Wind and Analysis of Personnel Safety in Intercity Railway Station
  • Chapter 4: Seismic Engineering
  • Lateral Response of Buried Pipeline through Three-Soil Site to Random Ground Motion
  • The Study on Infilled Walls Effect in RC Frame Infilled Wall Structure
  • Experimental Study on Seismic Performance of Fiber Reinforced Concrete Pier
  • Dynamic Compressive Test and Rate-Dependent Constitutive Model of Microconcrete
  • Seismic Active Nonlinear Control of an Isolated Highway Bridge
  • 3D Valley Site Effect on the Nonlinear Seismic Response of Earth Dam
  • Study on Characteristics of Dry Friction Plate-Reset Spring Seismic Isolation System
  • Experimental and FEA Studies of a New Type SMA Viscous Damper
  • Container Crane Seismic Isolation Device Design Method Based on Structural Dynamics
  • Experimental Study for Seismic Performance of Confined Masonry Structure
  • A Research of the Seismic Energy Dissipation Effect of BRB under Frequent Earthquake in High Seismic Intensity Areas
  • Implementation and Verification of a Masonry Infill Model Considering the Out-Of-Plane Behaviour
  • Seismic Response Analysis of Railway Continuous Curved Rigid Frame Bridges
  • Study on the Analysis Model of the Self-Centering Wall
  • Simulation of the Seismic Response of Two Different Thick Deposition Layers with Hybrid PSM/FDM Method
  • Research on Seismic Response Estimation of Reinforced Concrete Pier under Pulse-Type Near-Fault Ground Motion
  • Shallow Hidden Cave Seismic Wavefield Numerical Simulation Based on Gaussian Beam Method
  • Performance-Based Seismic Design Research of a Super High-Rise Building
  • Study on Seismic Performance of Unsymmetrical K-Type Friction Energy Dissipation Brace
  • Chapter 4: Seismic Engineering
  • Experimental Research on the Seismic Behavior of Enclosing Masonry Walls Simulated the Structure of an Ancient Masonry Pagoda Strengthened with Steel Straps
  • The Preliminary Analysis on Tower Crane by Earthquake Effect
  • Experimental Research on Seismic Response of Heat-Insulating Perforated Brick Full-Scale Walls with Openings
  • Analysis for Seismic Responses of Continuous Girder Bridge under Strong Near-Fault Earthquake Level
  • A Simple Method of Calculating Safety Vibrating Velocity for Single-Layer Masonry Structures in Blasting Construction
  • Economic Evaluation and Analysis of the Isolated Structure
  • Analysis on Attenuation-Amplification Effect and Vibration Monitoring of Pier-Beam of Continuous Beam Bridge under Near Blasting
  • Synthesis of Strong Ground Motions at Two Rock Stations during the Great Wenchuan Earthquake from a Hybrid Source Model
  • Under the Action of Earthquake Ancient Timber Building Column Small Feet Slip Phenomenon Analysis
  • Synthesis of Strong Ground Motions at Two Dam Sites during the Great Wenchuan Earthquake
  • Study of Influences of Soil-Structure Interaction on Seismic Response of Extradosed Cable-Stayed Bridge
  • Low-Damage Earthquake-Resisting Systems Using Sandwiched Buckling-Restrained Braces and Dual-Core Self-Centering Braces
  • ARX Model Identification of Shui-Kou Concrete Gravity Dam Based on Seismic Response Data
  • Ancient Commercial Buildings Seismic Performance Analysis and Study of Protection
  • Study on Similarity of Hysteretic Loops and Characteristic Parameters of Viscoelastic Dampers with Test Verifications
  • Study on the Seismic Performance of Shear Wall Structure with Unidirectional Wall Frames Based on Pushover Analysis
  • Seismic Response Analysis of Tower Crane in Consideration of the Building-Crane Interaction
  • Experimental Study on the Influence of Slab’s Reinforcement on Seismic Bearing Capacity of Beam’s Cross-Section in Cast-In Situ Frame Structure
  • Study on Seismic Behavior of the L-Shape Steel Reinforced Concrete Short-Pier Shear Wall with Different Concrete Strength
  • Seismic Performance Research of Steel Girder Bridge with Isolation Bearings and Restrainer Cables
  • Experimental Study on Seismic Failure of High Arch Dam with Scale Model Test on Shaking Table
  • Research of Multi-Movement Parameters Iterative Control of Multi-Degrees-of-Freedom Earthquake Simulation
  • Optimization Design of Large Span Cable-Stayed Bridge in High Seismic Risk Zone
  • Seismic Risk Analysis of an Arch Dam
  • The Vibration Control Research of Steel Frame Structure with Shape Memory Alloy (SMA) Cables
  • Probabilistic Seismic Capacity Models for RC Bridge Columns
  • Seismic Performance Assessment of Long Span Continuous Rigid Bridge
  • Dynamic Buckling of 50000m3 Vertical Storage Tanks under Seismic Excitation
  • Site 2D Velocity Structure Imaged by Microtremors Method
  • Seismic Performance of Inclined-Column Transfer Structure of Frame-Supported Short-Leg Shearwall with Varied Ratio of Short-Leg Shearwall Section Height to Thickness
  • Seismic Performance Analysis of Fill Slope with Pre-Stressed Anchors
  • Study on the Strengthening Effect of a Typical RC Frame in Wenchuan Earthquake with Attached Substructures
  • Hysteretic Behavior on Connection Node between Partially Encased Concrete Column and Steel Beam
  • Seismic Performance of Steel Beam-Column Joint under Low Cyclic Loading with Multiple Cycles
  • Study of Seismic Design Method for Slope Supporting Structure of Soil Nailing
  • Reviews Research and Development of Reinforced Concrete Column Seismic Performance Evaluation
  • Seismic Analysis of an Intake Tunnel of Different Tunnellining Programs for a Nuclear Power Plant
  • Review on Seismic Behavior of RC Columns
  • Research Review of Lateral-Torsional Coupling Considering Soil-Structure Interaction
  • Seismic Performance Study on Buckling-Restrained Brace
  • Damping Effect of Story Isolation Structure Considering Different Positions of Isolation Layer
  • A Review of the Seismic Performance for FRP Reinforced RC Frame Joints
  • Research about Efficiency for Double Slipping-Surfaced FPS Seismic Isolating System
  • The Seismic Behavior of Pseudo Strain-Hardening Cemetitious Composites Coupling Beams with Polyvinyl Alcohol Fiber
  • Comparison on Seismic Responses of Different Caisson-Soil Interaction Models of a Single Tower Structure
  • The Impact of Infilled Wall on Seismic Performance of Frame Structure
  • The Initial Stress Effect on Seismic Performance of Frame Structure
  • Influence of Different Earthquake Excitations on Dynamic Stability of Single-Story Steel Frame
  • The Seismic Performance Analysis of Different Forms Beam in High Conversion Structure
  • Material Nonlinearity Effects on Dynamic Second-Order Effects of Slender RC Columns under Seismic Load
  • Analysis of Viscous Dampers for Continuous Bridge in Meizoseismal Area
  • The CMP Cross-Correlation Method and its Limitation
  • Analysis on Seismic Behavior of Gravity Dam Based on ANSYS
  • Definition of Strain Amplitude for Cyclic Model to Simulate Actual Damping of Soils under Irregular Loadings
  • Offshore Sea Airport Revetment Structure Foundation Liquefaction Analysis
  • Calculation and Analysis of a Tall Building Seismic Isolation Design
  • Research on Tuned Mass Damper for Vibration Control of Tower under Multi-Dimensional Seismic Excitations
  • Effects of Epicentral Distance and Seismogenic Fault Distance on Seismic Damage of Dams in Wenchuan Earthquake
  • Effects of Friction Force at Movable Supports on Seismic Performance of a Continuous Beam Bridge
  • Research of Earthquake Resistance Performance on the Mega-Sub Controlled Structure
  • State-of-the-Art of Seismic Response of Utility Tunnel
  • Study on Seismic Performance of Steel Tube Filled with Steel Reinforced High-Strength Concrete Column
  • Seven Mega Floor MSCSS Modal Analysis
  • Shaking Table Test of Multi-Tower Self-Anchored Suspension Bridge
  • Study on the Suitability of Seismic Isolation Technologies for Rural Buildings
  • Research on Analysis Method of Seismic Response of Long Span Cable-Stayed Bridge
  • Research on Seismic Resistance Performance of Continuous Prestressed Concrete Girder Bridge at Strong Earthquake Zone
  • Seismic Behaviors of Prestressed Concrete Continuous-Beam Bridge Affected by Pile-Soil Action
  • Chapter 5: Disaster Prevention and Mitigation
  • Safety Evaluation Technology for Waste Dump Landslide of Open-Pit Mine Based on Fuzzy Mathematics
  • Study on Methods of Urgent Refuge Planning Based on GIS
  • Research on the Disaster-Prevention Transformation Strategies for Existing Urban High-Rise Housing
  • Bridges in Fire: State-of-the-Art and Research Needs
  • Numerical Calculation Methods of Wind Load
  • Research on Key Technologies of Mining Accident Early Warning, Supervisory Control and Contingency Plan
  • Classification of Hazardous Area and Selection of Explosion - Proof Equipment in Iron Steel Company
  • Utilizing GIS and Infoworks RS in Modelling the Flooding Events for a Tropical River Basin
  • Study of Disaster Prevention Design Criteria in Typhoon-Rainstorm Prone Regions of China
  • Theory Study on Similitude Design of Shaking Table Tests of Earthquake-Induced Landslide
  • Building Seismic Vulnerability Study for China High Rises
  • Assessment of Connection Ductility in Fire
  • Fire Resistance of Web-Slotted Cold-Formed Channel Columns with Non-Uniform Temperature Distributions
  • Influence of Pendulum on Vibration Response of Transmission Tower under Wind Load
  • Experimental Study on Silt Liquefaction Characteristics of Different Fines Content
  • Research of Comprehensive Measures of Cooling in Capital Construction Mine
  • Measurement and Analysis for Gas Emission Characters in Fully Mechanized Caving Face
  • Structural Isolation and Mitigation Technology under Multi-Dimensional Earthquake Excitations
  • The Research of Pavement Preventive Maintenance
  • Emergency Management and Planning Framework of Transportation Evacuation for Urban Flood Calamity
  • Research on Risk Management of City Underground Space Based on Emergency
  • Trend Study on Economic Loss Induced by Typhoon Disaster in Chinas Southeast Coast
  • Multi-Type Finite Elements Hybrid Model for Simulating Global Behavior of Reinforced Concrete Frames in Fires
  • The Method to Remove Water Vapor in InSAR - GPS Detect Method
  • Shanxi Highway Earthquake Disaster Risk Division Based on GIS
  • Geological Hazard Tendency Analysis of Room and Pillar Mining Method Based on Energy Index
  • Prediction of Hard Brittle Geological Disasters in Metal Mine from Microseismic Monitoring
  • System Dynamics Model of Coalmine Safety Management
  • A Review of Rockfall Control Measures along Highway
  • Wind-Induced Progressive Collapsed Performance of Cup-Type Transmission Tower-Line System
  • Study on the Seismic Performance of Rural Buildings in Beijing Area
  • Comprehensive Mitigation and Control of Rockfall Hazard
  • The Designing of City Earthquake Refuge for Coastal City
  • FDS Simulation and Consequences Forecasting of LPG Storage Tank Pool Fire and Explosion
  • Numerical Simulation of Liquefied Propane Gas Storage Tanks Full-Size Pool Fire Based on FDS
  • Fire Risk Assessment and Numerical Simulation of the Pool Fire in the Epoxy Propane Tank
  • Analysis and Application of the Dynamic Stability of Overlying Multilayer Spatial Structures in Deep Coal Mine
  • Study on the Security Survey of Rural Housing
  • Chapter 6: Hydraulic Engineering and Hydrology
  • Field Monitoring and Analysis of Hydraulic Soil Slope Frost Heaving Damage
  • Effects of Abundant-and-Low-Flow Property of Annual Rainfall on Multi-Source Water Intake System Allocation
  • Monitoring Model for Dam Seepage Based on Lag Effect
  • Study on Model Tests of Desilting Tunnel of Longkou Power Station
  • The Experimental Research of Stabilize Water Delivery on Varying Water Head and Non Pressure Water Tunnel
  • Comparing Simulation for Turbulent Dispersion and Coalescence of Droplets within a Spray with Two Models
  • Analysis on the Flow Passed a Pervious Cubic-Blunt Body Based on Large Eddy Simulation
  • Transport Mechanism of Water and Sediment in Yangtze River Estuary North-South Branch Bifurcation
  • Numerical Simulation for Hydraulic Characteristics of MLIS Hydropower Station
  • Study on Warning Methods of Irrigation Reservoirs
  • A Three Dimensional Non-Hydrostatic Numerical Model for Free Surface Flow and Mass Transportation
  • The Design and Application of Permeable Groynes
  • The Numerical Simulation Research about the Deformation and Stability of Cut-Off Wall´s Foundation Trench Zhikong Hydropower Station, Tibet, China
  • Evaluation of a Distributed Hydrological Model for the Guishui River Basin
  • Influences of Flow Discharge Processes on Morphological Evolutions in an Experimental Channel: A 3-D Numerical Study
  • Study on the Impounding Process Optimization of Cascade Reservoirs in Upper Changjiang River
  • Study on the Simulation of Anti-Flood Spiral Pile-Driven Process
  • Study on the Capacity Increasing and Dam Heighten of Plain Reservoirs
  • Characteristics and its Inner Mechanism of the Non-Uniform Sediment Erosion and Deposition
  • The Rationality Analysis of Water-Intaking and Recession about the Integration of Hongfa Coal Mine
  • Numerical Simulation on Undulatory Flow of Swimming Fish
  • Stability Analysis of Green Revetment Media Using Hydraulic Model
  • Experimental Study on the Aerator's Air Hole Area, Cavity Length and Backwater in the Cavity
  • Prevention and Control of Surface Water Hazard in Coal Mine
  • Application of Internet of Thing Technology in Ecological-Environmental Protection of Long-Distance Water Diversion Project
  • Hydrodynamic Characteristics in a Valley Type Tributary Bay during the Raising and Falling Temperature Periods
  • Macro Analysis on Alluvial Process of Typical Long Reach in the Lower Yangtze River
  • Onset of Triply Diffusive Convection in a Maxwell Fluid Saturated Porous Layer
  • Analysis on Sensitivity of Permeability Coefficients of Factors in Non-Uniform Seepage Field
  • Analysis on Flood Control Unified Regulation of Baiyangdian Wetland and its Upstream Reservoir Group
  • Research on Water Migration Characteristics of Hydraulic Soil Slope during Freeze-Thaw Process
  • Contrastive Analysis between Shifosi Reservoir Impoundment Test and Numerical Simulation Results
  • The Transient Flow Characteristics Analysis of Pump System
  • Model Test Research on Soil-Landslide Surge by River Channel Reservoir
  • Hydraulic Model Study on a Special CSO Chamber
  • Experimental Study on the Flow Characteristics of Fish-Bone Type Dividing Dike
  • Analysis of the Zero-Pressure-Difference Point and Determination of the Pump Head in Distributed Power System
  • Study on Water and Sediment Diversion Variations in Songzikou after the Three Gorges Reservoir Storage
  • The Flow Simulation Based on SWAT Model in Wohushan Reservoir Basin
  • Study on Flood Control Pre-Discharge Dispatching Scheme of Reservoir Based on Fuzzy Optimum Selection
  • Seismic Response of Dam-Sediment-Water on Fluid-Solid Coupling
  • Study of Numerical Modeling for Reduction Rate of Porosity of Sand under Equal Amplitude Cyclic Loading
  • Chapter 7: Coastal Engineering
  • The Research Progress upon Study of Sand Wave
  • Response of Typhoon-Induced Water Level to Different Typhoon Tracks in Haizhou Bay
  • Design and Comparison of Catenary and Taut Mooring Systems for New Concept FPSO IQFP in Shallow Waters
  • Improvement of Absorbing Boundary Conditions for Non-Hydrostatic Wave-Flow Model SWASH
  • Prediction of Salinity in Qiantang Estuary Based on Wavelet Neural Network Optimized by Particle Swarm Optimization
  • Dynamic Simulation of High-Pile Wharf Slab under Action of Irregular Waves
  • Research on Elastocoast Revetment Wave Model Test
  • Recent Evolution and Future Prediction of the Delta at the Yangtze River Mouth
  • Experimental Study for Irregular Wave Uplift Force on Upper-Structure of Offshore High-Piled Wharf under Wave-Current Interaction
  • Experimental Device and Study on Interfacial Shear Stress of the Laminar Soil
  • A Study of Turbulent Shear Stress on Fine-Grained Suspended Sediment Flocs Size in the Yangtze Estuary
  • Three-Dimensional Wave Basin Model Test for General-Purpose Wharf in Jinghai District of Jieyang Harbor
  • Numerical Simulation Study on the Submerged Pipe Depth of Air Bubbles Breakwater
  • Nonlinear Analysis of Vortex Induced Dynamic Response of Marine Riser
  • Time Domain Simulation of Wave Action with Three Cylinders
  • The Three-Dimensional Dynamic Characteristics on the South of Subei Radiation Shoal Waters
  • Influence Analysis of Phy-Oceanography Processes for Distribution Characteristics of Dissolved Oxygen in Fujian and Zhejiang Waters
  • Retrieval and Analysis on the Sediment Concentration of the South Branch of the Yangtze Estuary Based on TM
  • Air Entraining Agent Effects Research on Concrete Performance
  • Chapter 8: Construction Technology
  • The Design on Bearing Platform Dewatering Well Location of the Main Pier in the Songhua River Bridge
  • The Leaking Protection Technology of Structural Deformation Joint after Cracking
  • Construction Skill of a Special-Shaped Column with Gradient Section in a Certain Project
  • Construction Technology of 7 Meters Long Deep Rock-Socketed Pile
  • Reality Capture in Construction Engineering Applications Using Close-Range Photogrammetry
  • A Case Study of Reinforced Self-Supported Retaining Wall (RSW)
  • Construction Technology for Improving Concrete Surface Quality
  • Comprehensive Life-Cycle Assessment of SIP Building
  • Structure and Construction Technology of New-Type External Thermal Insulation in Outer Wall
  • Modern and Traditional Smart Improvements of the Traditional Tibetan Architectural Materials and Security
  • Study on the Relationship between Ergometer and Tensioning Force of Pre-Stressed Pier Anchor Cable
  • Model of Deep Foundation Pit Supporting Technology - Hanging Pit
  • Discussion about Strength of Pre-Stressed Pipe Pile Welded Joints in Common Construction Activities
  • Innovation on Commercial Concrete Floor Slab Construction Technology
  • Chapter 8: Construction Technology
  • Development of Concrete Construction Technology in Winter
  • Construction Technology of the New Cast-in-Place Concrete Pile with Half-Screwed
  • Design and Application of Lightweight Steel Residential House
  • Study on Precision Measurement Technique for Cableway Tube of High Tower Column
  • Construction Technology and Quality Control of Dry Hanging Method for Stone Material
  • Construction Safety Accident Prevention Research Based on 3E Principle
  • Application of Double-Sided Heat Flow Meter in Testing of Overall Heat Transfer Coefficient of Building Envelope
  • Research on Crack Prevention Technology for Filler Wall of Concrete Block
  • Transformers in Architectures-Applicability Study on the Architecture with Mobile Roof
  • The Test Study of H-Section Steel Reaction Column Mechanical Performance in the Integral Lifting of Yuzhen Palace
  • Study on Planning Strategy of Urban Villages: With Lujiazhuang Urban Village as an Example
  • Preparation and Application of a Self-Thermal and Insulation-Ribbed Floor
  • Analysis of Common Problems with Insulation Technology Sticking Polystyrene Board
  • Intelligent Building Problems and Countermeasures
  • Study on Physical Characteristics and the Optimal Moisture Content Control Technology of Compacted Silt Subgrade
  • On the Investigation of Protection Technique for the Old City Wall of Ming Dynasty-Xian 4th Tube Line Construction
  • Chapter 9: Water Supply and Drainage Engineering
  • Effects of Backwashing on the Characteristics of Sand Filtration Effluents: Organic and Microbial Analyses
  • Numerical and Physical Model Study of Tangential Vortex Dropshaft
  • Study on Rural Water Security Problem and the Construction of New Countryside in Hebei Province
  • The Optimal Choice of Water Saving Irrigation Mode
  • Application of Ant Colony Algorithm in Optimized Design for Drainage Systems
  • Water Supply and Consumption Structure Change and Water Demand Forecast in Northern Shaanxi
  • Spatial Analysis and 3D Simulation of Underground Pipe Network Based on ArcGIS
  • Measures of Systematic Improving the Urban Drainage Ability
  • Risk Assessment Modeling for Water Distribution Systems in Mega Cities
  • Procedural Warning System Study on Irrigation Reservoirs
  • Detection of an Existing Local Loss in a Water Distribution System
  • Research on the Optimal Construction Scale for Rural Safe Drinking Water Projects in Qingdao Based on GA and GIS
  • Optimal Design of Branch Distribution Network in Rural Drinking Water Safety Project
  • Development and Application of Water Supply Network Simulation Analysis Platform
  • Soil Water Infiltration and its Affecting Factors
  • Research on the Water Culture of Ziquejie Terrace and how to Protect and Utilize it
  • Chapter 10: Heating, Gas Supply, Ventilation, Air Conditioning Works and Daylighting Design
  • Numerical Simulation of Cross-Ventilation in Buildings Affected by Surrounding Buildings with Different Separation Distances
  • Research on the Room Temperature Distribution of Experimental Classroom in Summer
  • Analysis of Natural Cross-Ventilation in Buildings Driven by Wind and Buoyancy Forces
  • Study on Effect of the External Wall and Windows Heat Load Ratio to the Total Heat Load on the Indoor Heat Comfortability
  • Global and Local Stability Checking Method of Natural Draft Cooling Towers during Construction
  • Thermal Comfort Estimation on Indoor Space Using Computational Fluid Dynamics - A Case Study of Small Office Room
  • Numerical Analysis on the Influence of Thermal Insulation Way of Closure on Smoke Flow Properties in Building Fire
  • Test and Analysis on the Thermal Environment of Island Subway Platform in Frosty Area
  • The Minimum Ventilation Intensity Research Using Selected Parameters
  • Analysis on Optical Characters of a Seamless Prism Light Guide
  • Design of Terminal Controller of VAV Air-Conditioning System Based on BAS3000 DDC
  • Optimization Research on Ventilation Modes of Anatomy Laboratory
  • Discussion of Hydraulic Calculation Methods for Hot Water Heating Direct Return System
  • Application of Water Pump Proportionality Law to Heating and Air Conditioning Systems
  • Application of Solar Thermal Utilization in New Rural Construction in Lanzhou Region
  • The Research on Leak Detection System of City Gas Network
  • Optimization Settings Application Analysis of Peak-Shaving Heat Source in Large Scale Flow Loop Heating Network
  • Influence of Geometry Parameters on Critical Heat Flux in Helically Coiled Tubes: Development of Correlation
  • Study on the Numerical Simulation of Surface Flow and Heat Transfer in Inclined Wave Fin-and-Tube Heat Exchanger
  • Underground Coal Mine Ventilation Monitoring System Research
  • An Experimental Study on the Application of Seamless Prism Light Guide
  • An Office Building Energy-Saving Design of Ground Source Heat Pump System
  • Experimental Study on Thermal Characteristics of the Radiator with On-Off Heating Mode
  • The Experimental Study on Fresnel Lenses Concentrator Solar Cell Cooling by a Novel Micro Flat Plate Heat Pipe
  • The Impact of Double Skin Facade on Building Energy Consumption in Daylighting Control Mode
  • The Research on Influence of Different Forms of Window on Indoor Natural Ventilation in Residential Building
  • Experimental Research on the Parameter Optimization of a Radiant Floor Heating System with Reflective Modules
  • Analysis on the Indoor Temperature in Households of Heating Metering with Work Mode
  • Ecotect-Based Light Environment Simulation for Supporting House Design
  • Passive Ventilation Cooling Strategies on Modern Architecture
  • Research and Development of the Terminal Heating Machine under the Mode of Central Heating
  • The Design of New Technology System in the Intelligent Building’s Lighting
  • Method for Mapping from Thermal Comfort Requirements to Energy Design Factors of Air-Conditioning
  • Chapter 11: Computational Mechanics
  • Elastic Flexural-Torsional Buckling of Beam-Column with Equal-Leg Angle Cross-Section
  • Reliability-Based Structural Optimization Using Hybrid High Dimensional Model Representation
  • Parallel Cellular Element Method in Soil-Rock Mechanics
  • Improved Moment Distribution Method and its Application
  • Research on Influence Factors and Formulae for the Bearing Capacity of Twin-PBL Shear Connectors
  • Preliminary Study on Vibration Absorption of Nonlinear Beam Bridge under Long-Time Moving Loads
  • A Simulative Method on Gas Seepage in Coal Seam around Borehole
  • Solution for a Class of Quasilinear Elliptic Equation with p-Laplacian
  • Extended Finite Element Analysis of Crack-Void Interaction Problems in Viscoelastic Materials
  • Study of Flow Characteristics of Oil and Water in the Process of Stirring
  • Pseudo-Spectral Domain Decomposition Method for the Dynamic Elastoplastic Torsion Problem
  • An Inverse Mode Problem for the Rod on Elastic Foundation
  • Estimation Method of Cable Tension Based on Iterative Algorithm and Optimization Algorithm
  • Analytical Method for Plate Theory-Based Calculation of Bridge Transverse Load Distribution Coefficient
  • The Calculation and Judgment of Critical Connections of the Outer-Shell Connections
  • A Quasi-Greens Function Method for the Bending Problem of Simply Supported Polygonal Shallow Spherical Shells on Pasternak Foundation
  • The Study of Explicit Scheme of Hybrid Stress-Function Element with Rotation Degrees of Freedom
  • Correct Wavelet-based Multilevel Discrete-Continual Methods for Local Solution of Boundary Problems of Structural Analysis
  • Modeling Unstressed State of Kinematic Indeterminate Systems
  • A New Solution to the Height of the Compressive Area of Reinforced Concrete Beams during Service Stage
  • Relationship between Bending Solutions of FGM and Homogenous Circular Cylindrical Shells
  • The Non-Planar Nonlinear Dynamic Model of the Inclined Cable with Lumped Masses
  • The Two-Order Quasi-Linear Singular Perturbed Problems with Infinite Initial Conditions
  • Numerical Triaxial Apparatus and Application
  • Thermal Stress Analysis Based on Equivalent Age of Heterogeneous Mass Concrete
  • Multi-Domain Analysis by FEM-BEM Coupling and BEM-DD Part I: Formulation and Implementation
  • Multi-Domain Analysis by FEM-BEM Coupling and BEM-DD Part II: Convergence
  • Analysis on Displacement and Stress of the Solar Collector Brackets under Wind Load
  • Wounding Composite Pipeline with Internally Pressurized Conditions
  • Methods & Prospects of Research on Flexible Multi-Body Dynamics
  • Vibration of Long-Span & High Pier Continuous Rigid-Frame Bridge due to Traffic Load
  • Comparison of Analytical Solutions with Finite Element Solutions for Ultimate Bearing Capacity of Strip Footings
  • Dynamic Characteristic Analysis of the 3D Spring Model of Column with Triangular Section
  • An Inverse Eigenvalue Problem for Spring-Mass Systems with Partial Mass Connected to the Ground
  • Numerical Study on the Static Response of Grouting-Sleeve Reinforcement-Connection Component under Axial Tension Load
  • Bending and Moment Stability in Reel Mechanisms
  • Application of the R-Function Theory and Variational Method for Torsion Problem with Complicated Cross-Section
  • A Global Residue Harmonic Balance Method for a Class of Nonlinear Jerk Equation
  • Dynamic Stress Analysis of Coupled Vehicle-Suspension Bridge System in Cross Wind
  • The Internal Stress Optimization of Structural Model Based on Super Finite Element Calculating Software
  • Numerical Study on Airfoil Diversion Technology Used in Saving Energy by Air Injection on Large Ship
  • Numerical Analysis of Viscous-Spring Artificial Boundary Element for Underground Explosion
  • Another Solving Equation of Elastoplastic Problem Based on Stress Strain Relation
  • Empirical Likelihood Inference for a Partially Linear Model under Longitudinal Data
  • An Improved Dynamic Programming Method for Solving the Problem of Nonlinear Programming
  • Energy Flow Finite Element Analysis of L-Shaped Plate Including Three Types of Waves
  • A Coupled SBFEM-FEM Approach for Evaluating Stress Intensity Factors
  • The Finite Element Model Updating Based on Multi-Case Displacement Measurement
  • Yield Displacement Calculation Method of High-Strength Concrete Shear Wall
  • Large Deflection of a Cantilever Nanobeam under a Vertical End Load
  • Refined Member Calculating Model for Dynamic Damage Process Simulation of Single Layer Latticed Shell
  • Comparison of Different Grid Structures for the Hydrocyclone Flow Field Simulation
  • Chapter 12: Surveying Engineering
  • Application of 3D Laser Scanner in Surveying of Traditional Architecture: Case Study on Surveying Practice of Hangzhou Haichao Temple
  • Analyzing the Precision of Chebyshev Polynomial Fitting GPS Satellite Ephemeris
  • Program Design of Leveling-Network Conditional Adjustment Based on Transferring Matrix
  • Multi-Wavelet Application Based on Engineering Building Deformation Monitoring
  • The Application of the TM30 Measuring Robot in the Open Pit Slope Monitoring
  • Accuracy Assessment of Nonlinear Least Squares Adjustment Parameters
  • Application of Hybrid Genetic Algorithm in Control Network Adjustment
  • A Regional Zenith Tropospheric Correction Model Based on the Guangxi CORS Network
  • The Understanding, Definition, Redress and Application Based on the Figure Symbol “∞” of Probability Theory
  • Ambiguity Resolution with Single Epoch for GNSS Reference Network Based on Atmospheric Delay Information
  • Analytical Solution of Linear Intersection Based on Jacobi Algorithm and its Comparison with Least Squares Solution
  • Simulation of Orbit Determination of HaiYang-2 Satellite on DORIS
  • Study on Construction Measurement of Chongqi Bridge Pier
  • Data Processing of IGS Station in China and Analysis of Crustal Movement of Eurasian Plate
  • A Direct Calculating Method and Experiment of Absolute Orientation for Unmanned Aerial Vehicle Photograph
  • Discussion on the III-Conditioned Problems in Geodesy
  • The Application of 3D Laser Scanning Technology in Ancient Architecture Protection
  • Attitude Measurement Method of GPS Compass
  • Chapter 13: Cartography and Geographic Information System
  • Landslide Susceptibility Mapping and Model Performance Assessment
  • Empirical Study on Farmland Qulity Grading of County Based on GIS
  • Spatio-Temporal Change of Land Use and Land Cover in Chao River Basin Based on GIS
  • Research on Geographic Information System of Natural Zoning for Highway
  • 3D GIS Model Building Based on SketchUp
  • Identifying the Stay Point Using GPS Trajectory of Taxis
  • Construction of Urban Traffic Information Service System Based on WebGIS
  • Research on Image Retrieval Method Based on Shape Feature
  • Application of GIS to Iron Tailing Investigation and Exploitation
  • Chapter 14: CAD/CAE/Computer Technology
  • Numerical Simulations of Regular Wave Impact on Horizontal Plate Based on SPH Methods
  • PSO-BP Combined Artificial Neural Network Method Research
  • Modal Analysis of Coal Preparation Plant Based on ANSYS
  • Numerical Simulation of Surface Wind Pressures on Low-Rise Buildings
  • A New Robust Algorithm for Identifying the Orientation of Polygons Containing Arc
  • The Application of ABAQUS in a Spiral Staircase Analysis
  • Construction Simulation and Construction Speed Analysis of Natural Draft Cooling Towers
  • Influence of Air Leakage of the Overburden Layer on Pit Temperature from Open Pit to Underground Mining
  • Different Heights of Upstream Buildings on Wind Pressure Distribution of the Downstream Low Building
  • An Assessment of Damage to Large-Scale Basement Slab Caused by Groundwater and Expansive Soil
  • Curvature Connection of Surface Patches around a Common Vertex
  • Numerical Analysis of Seismic Behavior of a New-Type Horizontal Wall-to-Wall Connection for Precast Concrete Shear Walls
  • Study on Bond-Slip Behavior of the Channel Steel Connectors at the End of Novel Prefabricated Prestressed Concrete Beams
  • Compared Analysis of Deformation Monitoring with Numerical Simulation on Pile-Anchor Supporting System of Deep Foundation Pit in Soil-Rock Dualistic Area
  • The Numerical Analysis of Suction Port Position under the Stress and Velocity Field
  • Flow Characteristics for High Prandtl Number Fluid under Zero Gravity
  • Numerical Study of Crack Propagation Path in Three-Point Bending Beam Using Extended Finite Element Method
  • Sketch Simulating Based on Non-Photorealistic Rendering
  • Numerical Analyses of Axial Load Effect on Shear Strength of Concrete and Gypsum Composite Walls
  • Numerical Simulation of the Gas-Power Electromechanical Switch
  • Design and Implementation of Construction Engineering Teaching System Based Virtual Reality
  • Analysis on Stability of the Short-Pylon Cable-Stayed Bridge
  • A Re-Parameterization Transformation of Bézier Curve
  • Research on Hydration Heat Temperature Stress of the Pier by Finite Element Method
  • Study on the Fracture Mechanism of Suspension Insulator String Subjected to Large Wind and its Vibration Control
  • Numerical Simulation and Parameter Analysis of Building Vibration Caused by Ground Line of Rail Transit
  • Geometric Nonlinear Analysis of Low-Pylon Cable-Stayed Bridge Based on Finite Element Method
  • The Exploration about Support Constraints of Rectangular Statically Indeterminate Beam in the ANSYS Model
  • An Integrated Accurate Collision Detection Algorithm and its Applications in Construction
  • Numerical Simulation and Analysis of NTP and Catalytic Reactor
  • A Comparison of Numerical Simulation and Scheme for Hull Painting Plant Ventilation Airflow
  • Study on Project Design Process of Aircraft
  • Numerical Simulation of Advanced Small Pipe in Tunnels during Excavation by Steps
  • Research on Optimization of Excavating Seguence for Dawangou Tunnel
  • Numerical Simulation on Deformation Features and Filling Efficiency of Channel Goaf Foundation
  • Study on Effect of Resonance on the Motion of Floating Body
  • Simulation of Wind Environment around a Commercial Complex Building in Shenyang China
Les mer

Produktdetaljer

ISBN
9783037857755
Publisert
2013-10-10
Utgiver
Trans Tech Publications Ltd
Vekt
7200 gr
Høyde
240 mm
Bredde
170 mm
Dybde
198 mm
Aldersnivå
P, 06
Språk
Product language
Engelsk
Format
Product format
Heftet
Antall sider
3956

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