Collection of selected, peer reviewed papers from the 2014 International Conference on Civil, Architechture and Building Materials (CEABM 2014), May 24-25, 2014, Haikou, China.
Volume is indexed by Thomson Reuters CPCI-S (WoS).
The 638 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: Hydraulic Engineering, Water Resources and Hydrology,
Chapter 6: Coastal Engineering,
Chapter 7: Construction Technology,
Chapter 8: Water Supply and Drainage Engineering,
Chapter 9: Heating, Gas Supply, Ventilation, Air Conditioning Works and Daylighting Design,
Chapter 10: Oil, Gas and Mineral Exploration, Chapter 11: Disaster Prevention and Mitigation,
Chapter 12: Cartography and Geographic Information System,
Chapter 13: Surveying Engineering,
Chapter 14: Applied and Computational Mechanics,
Chapter 15: CAD/CAE/Computer Technology

Les mer
<p>Selected, peer reviewed papers from the 4th International Conference on Civil Engineering, Architechture and Building Materials (CEABM 2014), May 24-25, 2014, Haikou, China</p>
  • Preface and Conference Organiztaion
  • Chapter 1: Geotechnical Engineering
  • 3D Finite Element Analysis on Behaviour of Piled Raft Foundations
  • A Modified Method to Fit Probability Distributions of Geotechnical Parameters Using Stochastic Weighted Entropy Principle
  • A Research on Elastoplastic Theory Based on Full State Function
  • Affect of Large Deep Foundation Pit Dewatering on the Neighboring Buildings
  • Analysis of Monitoring Results of a Deep Foundation Pit with Pile-Anchor Retaining Structure
  • Analysis on Strengthening of Plant to Slope Soil under Orthogonal States
  • Centrifuge Model Study of High Strength Piles Composite Foundation Settlement & Instability under Embankment in Different Kind Soils by Different Pile Spacing
  • Comparative Experimental Research of Soil Freezing with Pressure and Non-Pressure
  • Discussion on Treatment Technology of Reinforcement Pile in Karst Area
  • Effect of Variable Permeability Coefficient on Consolidation of Ultra-Soft Ground under Vacuum Preloading
  • Experimental Application of Fractal Theory into Selection of Subgrade Filling Materials
  • Experimental Study of Static Disintegration on Unsaturated Soil
  • Experimental Study on Bubble Curtain Technology Applied in Underwater Blasting Damping
  • Experimental Study on the Position of Balanced Point of Large-Tonnage Pile with Self-Balanced Load Method in the Northwest Region
  • Finite Element Simulation and Stability Analysis of Composite Soil Nailing
  • Fuzzy Mathematical Method of Slope Reliability Analysis in Surface Mine under Seepage Conditions
  • Influence of Density on Mechanical Properties for Coarse-Grained Soil Based on Percolation Theory
  • Justification for Determination of the Depth of an Active Zone Based on the II Group of Limiting States
  • Mechanics Analysis of Semi-Rigid Subgrade Pavement Structure
  • Model Test Study of Squeezed Branch Pile under Horizontal Vibration Load
  • Model Tests of Foundation Bearing Capacity of Sandy Soil and Pile Foundation Bearing Capacity
  • Numerical Simulation of Load Transfer Mechanism of T-Shaped Soil-Cement Deep Mixing Column
  • One-Dimensional Consolidation Modelling for Unlayered Soil
  • Practical and Experimental Study of Grouting Anchor in Slope Reinforcement Engineering
  • Reliability Analysis on the Foundation Bearing Capacity in Ningbo Rail Transit Engineering
  • Research on the Anchorage Technology of Steep Slope in Sanitary Landfill
  • Study on Graphic Method for the Stability of High Loess Slopes Based on MATLAB
  • Analysis about Stability of a Slope
  • Analysis of Micro-Seismic Monitoring Vibration on the Adjacent Buried Pipeline Affected by Impacting of Punching Pile Construction
  • Consolidation of Unsaturated Soils due to Dissipation of Pore-Air Pressure
  • Determine the Shear Strength of Aeolian Sand and Bearing Capacity
  • Dynamic Response of Two-Dimensional Fluid-Saturated Porous Beam
  • Process Simulation and Formation Mechanism of Shear Band in Soil
  • Research of the Shear Strength Test of the Soil on the Surface of Lop Nor Gobi
  • Study of Soil Structural Parameters Based on the Gunary Model
  • Study on Static Strength of Aeolian Sand before and after Cyclic Loading
  • Study on the Development of Plastic Zone Based on Strain Expressed Mohr- Coulomb Yield Condition
  • Testing Study on the Effects of Water Content on Permeability for Coal
  • The Application of Cubic Spline Interpolation Function in Determining Rock Rheological Long-Term Strength
  • The Application of Vacuum Preloading Method in Soft Soil Foundation Underwater
  • The Microstructure Formation Process Research in Loading Condition of Dredger Fill
  • The Research on Mean Spacing of Rock Fracture
  • The Research Review of Underground Continuous Wall on Deformation Characteristic
  • The Rheological Properties and Yield Stress Model of High-Density Slurry Added with Coarse Sands
  • 3-D Numerical Study of Mechanical Behaviors of Pile-Anchor System
  • A General Criterion for Complex Rocks and Soils and its Application
  • A Method to Determine GSI Value by Using P-Velocity and its Application in Engineering
  • Analysis of Engineering Characteristics of Cement Soil with Low Mix Additions
  • Energy Characteristics of Brittle Rock in Failure Process
  • Estimation Study on Shear Wave Velocity of Seabed Using GRNN
  • P-Wave Attenuation Mechanism of Calcareous Sand under Explosion
  • Response of Non-Homogeneous Saturated Soils and Free-Field to Incident Plane SH Wave
  • Study of Key Parameters in the Process of Aeolian Sand Compactibility
  • Construction Techniques and Mechanism of Pre-Anchoring Fissured Stope Hangingwall by Fully-Grouted Cable Bolts
  • Numerical Analysis of the Bearing Behavior of Single Pile under Horizontal Load
  • Simplified Bishop Method Homogeneous Soil Slope Stability Analysis Based on the C# Language
  • Study on Engineering Behavior of Non-Embedded Pile-Board Structure Crossing Over-Shallow-Embedded Metro
  • The Analysis on Bearing Characteristic of Residue Pile Composite Foundation Formed by DDC
  • The Explanation of Yield Surface Rotation of Sands by Principle of Thermodynamics with Internal Variables
  • The Studies of Rock Damage Softening Statistical Constitutive Model under True Triaxial Stress State
  • A New Algorithm for Computing Threshold Value Used to Image Segmentation
  • Comparison Analysis of Buildings Settlement, Calculated in Accordance with Rheological Properties of Soils (Based on the Geotechnical Conditions of St. Petersburg)
  • Stability Analysis of Jinghua Gypsum Mine Golf in Jingmen City
  • Study on Deformation Property of Coarse Particles (Sulfate) Saline Soil with Field Test
  • Study on the Value Range of Horizontal Ground Stress in Initial Geostress Field Based on the Generalized Hoek - Brown Criterion
  • Analysis of Long-Term Deformation of Reinforced Retaining Wall Using Optical Fiber Sensor Geotextile
  • Analysis of Platform on Piles Application on Deformation Control of Underground Pipe in Reclamation Areas
  • Research on Water Temperature Change of Hot Dry Rock Fracture Storage Layer in Shenyang
  • Studies about Creep Characteristic of Silty Clay on Triaxial Drained Creep Test
  • Test Study on Effects of Temperature, Sand Mix Ratios and Dry Density on Soil Water Characteristic Curves of Bentonite-Sand Mixtures
  • The Prediction of Northern Slope Deformation and Failure Caused by the Transformation of Open-Pit to Underground Mining in the Yanqianshan Iron Mine
  • The Study on the Engineering Properties of Squeezed Branch Piles under Combined Load
  • Triaxial Test Study on Marine Sediments Sample with Simulated Combustible Ice
  • Weak Form Quadrature Element Analysis of Diaphragm Walls
  • A Chemo-Elasto-Plastic Coupling Model for Sandstone Considering pH Effect
  • A Critical-Line-Based Predictive Model for Landslides
  • Analysis and Process Control of the Deformation for Deep Excavation in Soft Clay
  • Analysis of the Interaction of Foundation Pit Supporting Structure and Soil
  • Calculation for Earth Pressure of Cavity Expansion Considering Displacement
  • Experimental Study on Shear Strength of Different Types of Soil
  • Failure Mechanism of Strip Footing on Geotextile-Reinforced Soil
  • Horizontal Displacement of GFRP Bars and PC Strand Combination of Technology Supporting Piles
  • Numerical Analysis of Stabilization of Slopes Overlying Bedrock Using Piles and Effect of Socketed Length of Pile on Stability
  • Numerical Simulation Analysis of Bearing Characteristics on Super-Large Diameter Rock Socketed Pile
  • Prediction of Displacement Time Series Based on Support Vector Machines-Markov Chain
  • Project Design of Dewatering for Deep Foundation Pit in Dalian
  • Reinforcement and Characteristic Analysis of Bolt Technology Applied in Bedding Rock Slope
  • Analysis on Influencing Factors of Cement Stabilized Macadam Base of Compressive Strength in Shenyang Area
  • Experimental Study on Dynamic Characteristics of Tailings
  • Experimental Study on Engineering Characteristics of Basalt Residual Soil on High Slope
  • Influences of Cross Section Parameters on Bending Resistance of TSC Pile
  • Roadbed Treatment Research in Expansive Soil Area
  • Simplified Method for Estimating the Inner Support and Internal Force through Stand Column Uplift of Foundation Pit in Soft Soil
  • Slope Early Warning System Design and Preliminary Practice
  • Slope Stability Evaluation Based on PSO-PP
  • Stability Analysis of Tower Foundation for Transmission Line
  • Study on Sheltering Effect of Underground Building to Horizontal Displacement of Retaining Wall of Foundation Pit
  • Study on the Stress and Strain of EPS Silt Light-Weight Soil by Laboratory Test
  • The Analys of Stability of Composite Soil Nail
  • The Application of Origin Software in the Data Processing of Rock Creep Experiment
  • The Experimental Study of the Influence of the Matric Suction on the Unsaturated Soil Strength
  • The Settlement Analysis of the Cement Fly-Ash Gravel Pile Composite Foundation of Baotou
  • Three-Dimensional Numerical Analyses of Pile Response due to Braceded Excavation-Induced Lateral Soil Movement
  • 3D Finite Element Numerical Analysis for Stability Calculation of High Steep Rock Slope
  • A Certain Foundation Pit Support Design and Construction in Baotou
  • A Study on Micro Pile Reinforcement Technology for the Accumulative Landslide of Expansive Soil
  • Analyses of Anti-Seepage Measure for Expansive Soil Subgrade in Hefei
  • Analysis on Deformation and Support Technology of Deep Soft Rock Roadway
  • Analytical Solution for Contaminant Extraction Using Well Injection Depth Extraction Technology Considering the Effect of Smear Zone
  • Application of Fuzzy Set Theory to Evaluate the Stability of Slopes
  • Application Research on Distributed Optical Fiber Monitoring Technology in Static Load Test of Large Diameter and Post-Grouting Filling Pile
  • Coaction Analysis on Pile-Net-Cushion-Soil
  • Cone Penetration Test Study of Ultra Soft Soil after Vacuum Preloading
  • Defects Discrimination and Error Analysis of Wharf Bored Piles Detected by Low Strain Reflection Wave Method
  • Double-Row Composite Anchor Bolt Design and Construction Monitoring Analysis of Green Building
  • Experiment Research of Rock Anchor Foundation on Sandstone Ground in Transmission Line
  • Experimental Studies on Acoustic Emission of Different Damaged Concrete
  • Experimental Study on Post-Peak Failure Behavior of Rock Masses with Persistent Joint
  • Explanation of Phenomenological Characteristics in Seepage Force Concept System
  • Finite Element Analysis of Rock Bolt Foundation in Metallurgical Industrial Plant
  • Laboratory Studies on Acoustic Emission Characteristics to Coal Dynamic Response under Variable Accelerative Load
  • Mechanical Model of Pile-Soil Work Together
  • Mechanics Analysis of Flexible Base Pavement Structure
  • Monitoring Analysis and Safety Evaluation of Deep Foundation Pit under Complex Conditions
  • Analysis of Coral Reef Rock Mass Integrity Based on RMDI Method
  • Application of Curve Model Fitting Methods to Settlement Prediction
  • Effect of Overload on Bearing Capacity of FRP Reinforced Ground
  • Influence of Density on the Hydraulic and Mechanical Properties of Sands
  • Numerical Simulation of Failure Process on Soil Slope with Different Support Measures
  • Prediction of Composite Foundation Settlement Based on Multi-Variable Gray Model
  • Preparation of a New Type of Joint Filler and Study on Adhesion Performance
  • Probability Statistical Model and Network Simulation Technology of Random Fractured Rock Mass
  • Pullout Test Research on Interfacial Interaction of Reinforced Band and Gravelly Soil
  • Research of Soundless Crack with Different Number of Drillholes
  • Research on Negative Skin Friction on Pile by a Simple Model Experiment
  • Research on Stability of Foundation Pit Construction
  • Research on the Effect of One Debris Flow along Bailong River
  • Research on the Retention Capacity of Ruins Soil under Drying Condition
  • Stability Analysis on Anti-Slide Pile to Reinforce Slope Based on ABAQUS
  • Study on Optimization of Design Parameters for Composite Foundation with Cement-Fly Ash-Gravel Piles
  • Study on the Design Method of Different Thickness-Diameter Ratios for Composite Foundation with Rigid Long and Short Piles
  • Study on the Effects of the Rainwater Seepage on Slope Stability
  • Study on the Lateral Displacement of Super-Long Pile under a Asymmetrical Surcharge Load in Soft Clay
  • Temperature Field Numerical Analysis of Different Freeze Pipe Spacing of Vertical Frozen Soil Wall Reinforcement at Shield Shaft
  • The Applied Research of Underwater Vacuum Preloading Method in Soft Soil Foundation
  • The Bearing Characteristics and its Influencing Factors of Reinforced Soil Foundation
  • The Instability Mechanism of Soil-like Slope under the Action of Acid Corrosion in Open-Pit Copper Mine
  • The Optimum Design of Slope Angle Based on Critical Sliding Field
  • Theoretical Analysis on Underwater Vibrating Compaction Technology of Scattering-Filling Rubble Stone Layer
  • Three-Dimensional DEM Numerical Simulation of Rock Failure Progress with Different Microscopic Heterogeneities
  • Analysis of Structural Soil’s Shear Strength under Arbitrary Degree of Consolidation
  • Stability Monitoring Analysis on Side Slope Engineering Management of Longmenhao Primary School
  • The Stability of 3D-Geomat in Different Slope Gradient
  • Monitoring and Analysis on the Supporting Structure for Deep Foundation Pit
  • Numerical Analysis of Floatation Response of Buried Pipeline in Liquefied Soil
  • Research on the Construction Monitoring for Enclosure Structure of Working well
  • Experimental Study on Bearing Mechanism of Jacked Pipe Pile in Sand
  • On Stability and Deformation of Slurry-Trench Affected by Formation Equipment
  • Two-Dimensional Problem of Moisture Elasticity of Inhomogeneous Spherical Array with Cavity
  • Chapter 1: Geotechnical Engineering
  • Development of the Monitoring Guidance System for Slope Engineering
  • The Application of BP Artificial Neural Network in Geotechnical Engineering
  • Numerical Simulation of Slope Excavation in Highway Renovation and Expansion Project
  • On Fire Severity of Flammable Gas
  • Study on Cover Backfilling of Open Pit to Underground Basing on Natural Classification
  • Chapter 2: Geological Engineering
  • A New Geometrical Model of Fluid Flow in Rock Fractures for Valid Application of the Cubic Law
  • Control Function of Corrosion of Calcareous Sandstone over Rock Mass Quality in One Hydroelectric Station on the Jinsha River
  • Dynamic Mechanism Research on the Tectonic Activation of Anninghe Rift
  • Searching for the Shortest Seepage Path of 3D Network in Fractured Rock Masses
  • Development Features and Fractal Research of Fault Structure of No.5 Coal Seam in Chenghe-Second Coal Mine
  • The Application of Reservoir Geo-Modeling Technology in Section07, Ticleni Oilfield
  • The Classification and Quality Evaluation of Rock-Mass Based on Limited Geological Information
  • The Genesis Mechanism Analysis of Qinglong Landslide in the Central Region of Yunnan Province Water Source Diversion Reservoir Area of the Jinsha River
  • Experimental Investigation on the Physical and Mechanical Features of Clay Shale in Bayingobi Basin of Inner Mongolia
  • Growth and Mechanics of Brittle Fault Systems in Rock Mass: An Example of Baihetan Hydropower Dam Area
  • Sleeve Valve Pipe and Steel Pipe Micropile Fractured Tensile Reinforcement in Combination with the Application of a Mined-Out Area
  • Evolution Characteristics of Permeability and Porosity of Mudding Weak Permeability Media with Nonlinear Flow
  • Stability Analysis of Gypsum Mine Goaf Surface Based on Discrete Element Method
  • Automated Analyzer, LOI and other Methods for Determination of Soil Organic Carbon
  • Determination of Volumetric Joint Count Based on 3D Fracture Network and its Application in Engineering
  • Relations between Paleoclimatological Conditions and Mineralogical Characteristics of Clays in Miocene Sediments at Linxia Basin, China
  • Research about Control Factors and Early Warning System of Early Warning System in Song Fangtun Oilfield
  • Stability Analysis of Puzi Landslide in Chongqing
  • The Landslides Developed with the Evolution of the River Terraces in the Loess Plateau, China
  • Application of Self-Drilling Anchor on Coal Gangue Slope Treatment
  • Researches on Slope Treatment Technologies under Complicated Geological Conditions in High Temperature and Rainy Regions
  • Research on Two-Dimensional Landslide Model Control System Based on Support Vector Machine Modeling
  • Uncertainty Analysis and Monitoring of Earth Dam
  • Study on Rock Strength Characteristic by Point Load Test
  • Research on the Mechanical and Thermophysical Properties of Frozen Soil in Cretaceous Formation
  • Coordinate Transformation and the Volume Covering Fractal Algorithm of Rock Surface Morphology
  • Study on Control Technology of Slope in Mountainous Areas of Southwest China under Complex Geological Conditions
  • Anisotropic Bounding Surface Model in ABAQUS Software
  • Chapter 3: Tunnel, Subway and Underground Facilities
  • Construction Methods for Long-Span and Bifurcation Tunnel Structure
  • Effect of Time-Varying on Shield Tunnel Lining Structure
  • Analytical Hierarchy Process Based Post-Earthquake Health Diagnosis Method for Tunnel in South of China
  • Numerical Analysis of Construction Method in Shallow-Buried Large-Section Loess Tunnel
  • Numerical Simulation of Effect of Foundation Pit Excavation on Underlain Shield Tunnel
  • On Karst Water Inrush (Gushing) Geological Environment in Pingyang Tunnel
  • Preliminary Ideas of the Metro Station Constructed by Shield Tunneling Method Combined with Prefabricated Method
  • Pre-Stressed Reinforcement and Security Analysis of Tunnel Lining with Dislocation and Cracks
  • Research on Layout of Measurement Points in Tunnel Lighting Experiment
  • Study of Life Safety on the Fire Accidents in the Subway Station
  • Study on Emergency Evacuation in the Subway Fire Accidents
  • Study on Fire Smoke Movement of Urban Traffic Link Tunnel
  • Research on the Regional Stress Field of Underground Powerhouse at the Right Bank of Baihetan Hydropower Station
  • Study on the Blasting Excavation Method of Urban Shallow Tunnel
  • The Monitoring and Numerical Simulation Analysis on the Construction of a Shallow Underpass
  • Metro Station Deformation Caused by Deep Foundation Pit Construction
  • New Developments and Applications in Rail Transit Construction Technology
  • Numbering Analysis of Ground Settlement by Shield Method Based on the Model of Corrected ‘Equivalent Circle Zone’
  • Numerical Analysis on Interaction Induced by Crosswise Tunneling
  • Research on Key Technology of Shield Machine Main Drive Sealing
  • Review of Testing and Analysis on Metro-Induced Vibration
  • Stability Analysis of Wall Structure which its Depth is over Thousand m
  • Design of High Speed Railway Tunnel and its Construction Method in Abrupt Slope with Loose Rockmass
  • Numerical Simulation for Construction Process Large-Span Flat Tunnel under the Condition of Shallow Buried
  • Study on FEM Numerical Simulation and Strain Monitoring of Tunnel Secondary Lining
  • Study on Simulation Analysis of Excavation Deep Foundation Pit in Qingnian Road Station of Tianjin Subway Line 2
  • The Application of Getting Rc Value from Point Load Test and Rebound Test by Tunnel Surrounding Rock Classification System
  • The Dynamic Response of Shallow Buried Structure under the Action of Explosion Load
  • Discussion on Highway Tunnel Monthitoring Measurement Control Standards
  • Research on early Concrete Crack Control of Shijiazhuang Subway Construction in Winter
  • Response of the Spiral Conveyor Spewing in Water-Rich Sand
  • Study on Deformation Prediction of the Tunnel Surrounding Rocks Based on Non-Equal Time-Interval Grey Model
  • Mechanical Calculation for Collapse Mechanism of Surrounding Rock on Shallow Tunnel
  • The Research on Environment Vibration due to Subway with Rail Pads of Frequency-Dependent Stiffness
  • Tunnel Collapse Treatment Technique Research in Xinjiang Tianshan High-Altitude, Low-Temperature Mountain
  • Tunnel Lining Microstructure and Mechanical Properties of Evolutionary Analysis
  • BIM Technology Used in Underground Subway Station Planning Simulation
  • Comfortable Quality Analysis of Subway Station Vibration Induced by Multiple Trains
  • Optimization of Tunnel Support Type through Fault Zone
  • Force Analysis of the Middle Wall in Multi-Arch Tunnel under Central Hole + CRD Method
  • Force State of Country Rock and Supporting Structure in Multi-Arch Tunnel under Central Hole + CRD Method
  • Key Construction Technology of Shield Machine Passing through the Airport Apron in Shallow Soft Soil
  • Optimization of Construction Method for Shijiazhuang Xinbai Subway Station
  • Study on Classification and Regulation for Defects on Railway Tunnel
  • The Dynamic Response of Zhengyangmen Gate Tower Induced by Beijing Metro Line 2
  • Study on Investigation and Analysis of Existing Railway Tunnel Diseases
  • Development States and Existing Problems Research of Nondestructive Testing of Bolt
  • Identification of Surrounding Rock Parameters Based on MSVR
  • Kinematics Analysis of Working Edge Point for Gauge Disc Cutter in Cutterhead of Tunneling Machine
  • Mechanism Analysis and Prevention Method for Tunnel Fire
  • Metro Construction Safety Risk Assessment Based on the Fuzzy AHP and the Comprehensive Evaluation Method
  • Monitoring and Analysis for the Deformation of SMW Retaining Structures in Subway Station
  • Approach on Pollution Gases Diffusion Path of Small Spacing Tunnel Entrance Based on CFD
  • Influence of Foundation Pit Excavation on Existing Shield Tunnel and its Protection Range
  • LS-SVM-Markov Model for Tunnel Deformation Prediction
  • Optimization of Stope Structural Parameters in Phosphorite Mine and its Stability Analysis
  • Research of the Key Control Parameters Standard for Shield Tunnel Under-Crossing High Speed Railway
  • Research on Defects of Tunnel Portals during the Operation
  • Study on Risk Trend Assessment of Metro Tunnel Crossing Underground Pipeline Based on Partial Connection Number
  • Water Inrush Risk Evaluation into the Tanjiaba Tunnel
  • Numerical Analysis of Two Structural Schemes of the HK-Zhuhai-Macau Immersed Tunnel
  • The Deformation Characteristics Analysis of Metro Tunnel in Complicated Geological Conditions
  • Auger Bored Piles Application Works in the Subway
  • Impact of Urban Rail Transit on Residential Property Values in Hangzhou
  • Dynamic Accumulation Damage Characteristics of Initial Cracks for the Lining of High-Speed Railway’s Tunnel
  • A Numerical Investigation on Time-Dependent Failure of Tunnels Based on the Long-Term Strength Characteristics of Rocks
  • Measurement and Research on Broken Zone of Surrounding Rock in Cha Zhen Tunnel
  • Numerical Simulation Study on Three-Step Method Construction for Neighborhood Tunnel
  • Study on Pressure Observation of Fully Mechanized Caving Faces in Coal Seams with Rock Burst Danger in Xiagou Coal Mine
  • Research on Geostatic Stress and Optimization of Bolt Support for Tilted Strata Roadway
  • Construction Monitoring Technology Analysis for Railway Tunnel
  • Application of Grouting Reinforcement Technology in Pingshan Shaft Station
  • Research Status and Development Trends of Roadway Surrounding Rock Stability Classification
  • Analysis on Changes of Mechanical Properties of Lining of Tunnels in Huangtu Regions Taking Account of Loess Cavity by Using ADINA
  • Research of Fractured Surrounding Rock Physical and Mechanical Characteristics in Shuguang Mine No.2 Mining Area
  • Finite Element Analysis on Causes of Crack in Large Underground Garage
  • The Application of Fracture Mechanics in Highway Tunnel Lining Cracking
  • Studies on Damage Distinguishing of Underground Tunnel Structure Based on BP Neural Network
  • Non-Linear Free Vibration of Submerged Floating Tunnel Tether
  • Numerical Simulation Method Utilization in Water Gushing Yield Forecasting of Paoziling Tunnel in Hunan Province, China
  • Reliable Design and Study on Highway Tunnel Lining Structure
  • The Example Analysis of the Transfer Stations of Subway
  • Subway Station Group Decision and Evaluation of Fire Emergency
  • Based on Effect Coefficient Method of Metro Tunnel Collapse Risk Evaluation Model and its Application
  • Chapter 4: Seismic Engineering
  • Application of FEM Strength Reduction Dynamic Analysis in the Seismic Design of Reinforced Earth-Retaining Wall with Geo-Grid
  • Damage Mechanism of Yiliang Earthquake on September 7, 2012
  • Deformation and Energy-Based Seismic Damage Evaluation of Steel Reinforced Concrete and Reinforced Concrete Piers
  • Experimental Study on Dynamic Mechanical Properties of Galvanized Iron Wire under Seismic Strain Rate
  • Peak Story Drift of a Building Structure Subjected to Earthquakes
  • Research Advances in Seismic Behaviors of Shear Wall with Opening
  • Response Modification Factor for Y-Eccentric-Braced Steel Frame Structures Designed Based on Chinese Code
  • Seismic Performance of the Reinforced Concrete Frame Structures with Infilled Walls of Different Configuration
  • Shaking Table Test Analysis of Bottom-Business Multi-Story Masonry Structure in Small and Middle Towns in the Southward
  • Shaking Table Test of Reinforced Concrete Frame-Wall Model
  • Analysis on Self-Centering Capacity of Prefabricated Frame Joints
  • The Effect of Damping on Seismic Performance of Steel Frame
  • The Influence Analysis of Mechanical Behavior between Pile and Soil on End Bearing Pile Foundation’s Dynamic Characteristic
  • The Present Situation of Rural Housing and the Seismic Performance Analysis
  • Geotechnical Seismic Isolation System - Further Experimental Study
  • Seismic Response Analysis of Deep Water Bridges with Pile Group Foundations
  • Analysis of Strong Ground Motion Characterization in the 2013 Lushan Earthquake
  • Development and Prospect of China's Bridge Seismic Bearing
  • Feasibility Analysis of Applying Biomechanical Properties of Human Body to Seismic Design of Building Structure
  • A Method for Checking Eccentricity of Solid Concrete Piers with Low Longitudinal Reinforcement Ratio under a Minor Earthquake
  • Application of the Jerk Feedback on the Shaking Table
  • Data Processing and Preliminary Analysis of Strong Motion Records from the Ms7.0 Lushan, China Earthquake
  • Permanent Displacement Identification Analysis in 2011 Mw9.0 Tohoku Earthquake, Japan
  • Research on Shaking Table Control Parameter Tuning Technology Based on System Identification
  • Research Summary of Vibration Reducing Performance for Infilled Wall
  • Analysis on Seismic Performance of Beam and Plate Converter Floor
  • Ultimate State of Bridges with Rocking Isolation under Extreme Earthquakes
  • Verification of LSSRLI-1 Applicability on Soft Sites Using Exact Solution
  • Controls on Material and Mesh for Structural Nonlinear Time-History Analysis
  • Influence of Saturation Degree on Deamplification of P1 Wave through Multilayered Porous Media
  • Precise Integration Method of Pseudo-Dynamic Testing of Structures
  • Reliability Analysis in Performance-Based Earthquake Engineering
  • An Energy Dissipation Device Based on Shape Memory Alloys for Frame Structures
  • Analysis of the Influence of Mortise-Tenon Joint Damage on Seismic Performance of Ancient Timber Structure
  • Demand Diagrams Based on Inelastic Spectra: A Proposal for the Implementation of the Capacity Spectrum Method in the Romanian Seismic Design Code
  • Research of Soil Layers Amplification Effect Based on Strong Seismic Records and Calculations
  • Research on Performance-Based Seismic Levels of Nonstructural Components
  • Research on Seismic Damage of Buildings in the Beichuan Earthquake
  • Seismic Analysis of 5-Span High-Speed Railway Continuous Girder Bridge
  • Seismic Performance Analysis of Steel Frame with Wedge Devices Based on the Energy Dissipation
  • Seismic Performance Analysis on Single-Storey Masonry House with Sliding Damping Technology
  • Seismic Reduction and Control Analysis of Hybrid Structure with Viscous Dampers under Strong Earthquake
  • Chapter 4: Seismic Engineering
  • Simplified Dispersion Curves of Earthquake Love Wave for Rotational Seismic Motion Estimation
  • Study on Seismic Behavior of Self-Centering Precast Frame
  • Study on Seismic Detection Applied in Mine Advance and Side
  • Study on the Anti-Seismic Performance of New Swing Structure System Based on PUSHOVER
  • Study on the Seismic Safety of the Qinghai Traditional Dwellings
  • A Suggestion on Uncertainty Correction of Ground Motion Attenuation in Probabilistic Seismic Hazard Assessment
  • Average Damage Ratio and Earthquake Damage Matrix of Non-Engineered Building in Seismogenic Provincial Regions in China
  • Collapse-Resistance Measure for the Bottom Frame Structure under Earthquake
  • Dynamic Analysis of Artificial Boundaries in Gravity Dam-Foundation Rock Interaction System
  • Dynamic Analyses of a Self-Anchored Suspension Bridge under Seismic Excitations
  • Inertial Coefficient Adopted in Pile-Pier Structure under Deep Water
  • Numerical Analysis of Seismic Behavior of a Concealed Bracing Connection for Precast Concrete Shear Walls
  • Seismic Performance of Base-Isolation Building Subjected to Near-Fault Ground Motion with Velocity Pulse
  • Seismic Response Analysis of Free Long-Span Submarine Flexible Pipelines under Earthquakes
  • SRC Frame-RC Core Wall Hybrid Structures Collapse-Resistant Design
  • Study on Seismic Performance of Irregular RC Frame with Specially Shaped Columns
  • Study on Seismic Response Characteristics of Step-Terrace Frame Structure on the Slope
  • Study on Simplification Conditions of Curved Regular Bridges under Seismic Effect
  • Study on the Characters of Seismic Response Spectra Based on China Financial Information Mansion
  • Time-Frequency Analysis of Non-Stationary Ground Motions via Multivariate Empirical Mode Decomposition
  • Study of Intake Tower under an Earthquake Using the Power Spectral Method Based on ANSYS
  • Studies on Seismic Measures to Improve Masonry Infilled Wall
  • A Suggestion to the Vertical Earthquake Action Stipulated in Seismic Design Specification
  • Seismic Response Analysis for Assembled Precast Concrete Residence
  • Study of Ultimate Displacement of Timber Structures in Chinese Ancient Buildings
  • Expected Annual Earthquake Loss Analysis Based on CMR of Structures
  • Earthquake Mitigation Effect Analysis of Hysteretie DamPers in Steel Frame
  • Analysis of Earthquake Damages and Seismic Reinforcement of Bridges
  • Research on Shaking Table Test of Base and Story Isolation Structures
  • Vulnerability Analysis of Existing Buildings under Seismos
  • Finite Element Analysis of Seismic Responses of a Large-Cantilever Stadium Structure
  • Chapter 5: Hydraulic Engineering, Water Resources and Hydrology
  • A Two-Dimensional Numerical Model for Shallow Water Flows over Variable Topographies
  • An Inversion Method of the Material Parameters for Gravity Dams
  • An New Approximate Formula for Contracted Depth in Quadratic Parabola Shaped Channels
  • Analysis of the Influence of Bottomland Change on Waterway Conditions in Liyushang in Middle Reaches of the Yangtze River
  • Analysis on Hydrodynamic Load that Induces High Dam Body Vibration
  • Analysis on Seepage Effects of Plastic Concrete Cut-Off Wall in Construction and Operation Period of Hydropower Station Tail Channel
  • Application of MIKESHE Model in Water Environmental Management for Guishui River Basin
  • Design of a Pressurized Trapezoidal Shaped Conduit Using the Rough Model Method (Part 2)
  • Evaluation of the Effects of Channel Regulation Engineering Works in Typical Braided Reach
  • Experimental Study on Engineering Properties of Cemented Sand and Gravel
  • Finite Element Analysis of Stress Deformation of Earth-Rock Dam on Narrow Valley
  • Philosophical Reflections on Chinese Water Resource Management
  • Research and Discussion of Impervious Wall Construction Based on Continuous Vertical Slotting Technology
  • Research of Eco-Compensation among Basin Cascade Hydropower Station Development and Management
  • Research on Channel Regulation Parameters of Daijiazhou Reach in Middle Yangtze River
  • Research on the Feasibility of Water Diversion Project
  • Simulation Method of Particle Size Scale for Fine Sand Model
  • Study on Navigation Technology of Waterway at Hub Downstream and Bridge Area Overlapping
  • Study on Sandy Pebble Reach Riverbed Erosion and Deposition Basic Law after the Three Gorges Reservoir
  • Study on the Horizontal Velocity Distribution in Natural Rivers
  • Study on the Uplift Force of Plunge Pool Slab
  • The Direct Solution on Normal Depth of an Egg-Shaped Section Tunnel
  • The Study of Available Water Resources in Northern Shaanxi
  • Mechanical Characteristics Analysis on Flexible Mattress in Downstream Sinking Based on Lumped Mass Method
  • Research on Navigable Ship Model Test in Curved Waterway
  • Data Assimilation of River Networks Using Extended Kalman Filter
  • Numerical Analysis of the Influences of Water Level on Seepage Stability of Tailing Dam
  • Experimental Study on the Air-Cooling of Concrete Aggregate
  • Sensitivity Analysis of Concrete Face Rock-Fill Dam Parametric Based on the Intelligent Algorithm
  • Study on the Present Situation and Development of Groundwater Monitoring Technology
  • Impact of the Cascaded Reservoirs and the Tributaries Confluence on the Eco-Hydrology of the Reserve in the Upper Reaches of Yangtze River
  • Shape Optimization for Arch Dam with Sequential Quadratic Programming Method
  • Unsteady Flow Impact on Downstream Waterways and Control Measures Research of Pingban Hub in Nanpanjiangjiang River of Guizhou
  • 3D Dynamic Numerical Simulation of Water Flow in Stilling Basin with Flaring Gate Pier
  • Finite Element Analysis of Seismic Response of Exposed Steel Penstock in Hydropower Station
  • Joint Regulation and Storage of Surface Water and Groundwater in Rushan River Basin
  • Comprehensive Evaluation for Utilization Efficiency of Rain-Flood Resources in Rushan River
  • Study on Tidal Current and Sediment for Dredging Project in Yamen Channel
  • Analysis of Monitoring and Settlement Prediction of Wenzhou Shoal Seawall
  • Comparative Study on Design of Exposed Penstock Laid on Ground Using Chinese and American Specifications
  • Current Situation and Development of SHPF Project in China
  • Geo-Stress Direction Evaluation Method Based on Numerical Simulation
  • Influence of the Bridge on the Flood Controlling in the River
  • Monthly Rainfall Analysis in West Part of Chongqing
  • Optimization Study on Drainage System for Canal of Middle Route Project of SNWT in Expansive Soil Area with High Groundwater Level
  • Precipitation Characteristics and Trend in the Hsiao-Ching River Basin of Jinan City during the Past 50 Years
  • Research on Structure Design of U Type Canal of Seepage-Proofing
  • Simulation Study on Deposition Downstream Floodgates in Estuarine
  • Study on Time Effect of Rock Fill Dam Seepage Line
  • Temperature Rebound Influenced by Environment Temperature Analysis of the Irrigated Area of a High Arch Concrete Dam under Constrcution
  • The Numerical Simulation of the Flow Field in the Micro-Pressure Inner Loop Reactor
  • Vibration Analysis and Human Comfort Evaluation of Underground Hydropower House
  • Working Performance of Anti-Arch Segments on the Left Bank Slope of Xiangjiaba Gravity Dam
  • Main Engineering Geological Problems and Evaluation on the Reservoir Engineering of Yellow River Water Diversion and Irrigation Area
  • Research on the Calculation Method of Earth Pressure on the Back Side of Large Cylinders
  • Utilizing GIS in the Development of Water Quality River Modeling for Penchala River, Malaysia
  • Data Mining Model in Regional Target Decomposition of Water Resources Utilization Efficiency
  • The RCC Arch Dam Analysis during Overload
  • Study on Damage of Concrete Dam Subjected to Combined Action of Earthquake and Slide Surge
  • Research on the Dam Foundation Stability and Reinforcement Measures of the 12th Sluice Section of Xiangjiaba Hydropower Station
  • Experimental Investigation on the Segregation of Landslide Dam Materials
  • Relaxation Analysis of the Arch Dam Foundation Rock Masses of Jinping I Hydropower Project
  • Chapter 6: Coastal Engineering
  • Research on the Influence of Diking in Shallow Sea of Tangdao Bay on Marine Environment
  • System Analysis of Construction Quality Control Measures of Coastal Levee
  • Experimental Study on Mooring Manner and Safety Operation for 450,000DWT Supertanker
  • Experimental Study on the Offshore Positioning and Installing of Large Caisson
  • Two-Dimensional Finite Element Analysis of Laboratory Seawall Model
  • Accuracy Comparison for the Ocean Tide Models in Estuarine Tidal Prediction, the Pearl River Estuary
  • Numerical Model on Hydrodynamic Impact from HZM Bridge
  • The Research of Flow Resistance Property in the Tugging and Mooring of Tube Segment
  • Tieshan Port Development Plan: Evaluation of the Long Wave Induced Resonance Using a Numerical Mild-Slope Model
  • Wave Kinematics and Pressure Field of Third-Order Theory for Bichromatic Bi-Directional Waves in Water of Finite Depth
  • A Kind of Floating Breakwater Sheltering Deep Water Aquaculture
  • Analysis of Gravity Foundation for Offshore Structure under Cyclic Loads
  • Application Status and Development Trend Research of Ecological Revetment in Jiangsu Inland Waterway
  • Computation and Analysis of Buttressed Quay’s Floor
  • Research of Sediment Transport Trend and Erosion-Deposition Characteristic of Yangma Island Sea Area
  • Study on the Evolution of Artificial Beach in Xiamen
  • Three Dimensional Physical Model Study on Penang Fishing Port Project
  • Study on the Panel of the High-Pile Wharf Near Estuary Based on the Finite Element Method
  • Appropriate Jackup Selection in Disturbed Wellsite by Pile Inserting and Pulling in Offshore Oilfield
  • Chapter 7: Construction Technology
  • Complementary Use of Inductive Test and Bending Test for the Characterization of SFRC
  • Research on New Type Quantitative Nondestructive Pre-Stress FRP Sheet Tension Fixture
  • Analysis on Impact of the Node Connection Pattern for Fastener-Style Steel Pipe Formwork Support
  • Analysis on Lateral Deformation of High-Formwork in Different Column’s Spacing of Bridging
  • Influence of Bridging Arrangement Location on the Mechanical Characteristics of the High-Formwork Support System
  • Research on Influence of Concrete Pouring Sequence on Stability of High-Formwork Support System
  • The Integration of New Technology Research on Composite Inorganic Fiber Acoustic Insulation Spray in Engineering Construction
  • The Technology Innovation of Green Soft Ground Handling Based on Squeezing and Consolidation Composited
  • Causes and Solutions for the Common Problems in Rotary Drilling Cast-in-Place Pile Construction
  • Determining the Degree of Mobility of Building Systems
  • Engineering Application of Precast Assembly Integral Shear Wall Structure on Housing Industrialization
  • Features and Construction of Prefabricated Buildings
  • Connecting Passage Construction for the Foundation Pit under Existing Optical Fiber Cable
  • Experimental Study of Effects of Operation Parameters on Efficiency of Vibratory Pile Driving
  • The Study about Anti-Seismic Structures Stirrup Construction Blanking Length Theory Calculation
  • Components and Guidance for Constructional Rearrangement of Buildings and Structures within Reorganization Cycles
  • Mold-Unloading-Lifting and Lifting-Transportation's Construction Checking of Composite Wallboard in Industrial Production
  • Discussions on Foundation Pit Construction Scheme of Large Building in Mountain Area
  • Outstripping Engineering Preparation of Construction Sites
  • Research on the Problems and Countermeasures for Steam Curing of Assembled Composite Wallboard
  • Temperature Cracks of Concrete Engineering Analysis and Treatment Measures
  • The Double-Layer Nonstationary Heat Conduction Measures to Prevent the Formation Ice-Dams on the Roof
  • Construction Technology of High-Rise Building Structure
  • Research on the Characteristics and Status of Recycled Concrete Filled Steel Tube
  • The Countermeasures on Temperature and Shrinkage Crack of Mass Concrete
  • Reinforcement Method Choice of Deep Soft Soil Foundation
  • Bending Resistance of a Slender Plate Girder with Longitudinal Stiffener
  • Processing Status and Utilization of Construction Waste in China and the West
  • Chapter 8: Water Supply and Drainage Engineering
  • Effects of Different Irrigation Amount on Yield and Quality of Greenhouse Tomatoes
  • Emergency Supply of Drinking Water
  • Integrated Fuzzy Evaluation of Raw Water Eutrophication Based on GIS
  • Research of Hydrodynamics of Biofilter with Surface Feed
  • Research on UV/TiO2 Photocatalytic Oxidation of Organic Matter in Drinking Water and its Influencing Factors
  • The Development of Prestressed Concrete Cylinder Pipe in China
  • The Single-Sludge Denitri-Nitrification System in Reconstruction of Wastewater Treatment Plants in the Russian Federation
  • Study on the Treatment of Compound Micro-Polluted Groundwater by Contact Oxidation Process under Different Filtration Rates
  • Ultra-High-Rise-Building Water Supply and Drainage System Design
  • Treatment of Raw Water in Yangtze Chenhang Reservoir by Diatomaceous Earth Precoat Filtration
  • Choosing an Optimal Trenchless Renovation Method for Pressure and Non-Pressure Pipes
  • Design and Development of the Urban Water Supply Pipe Network Information System Based on GIS
  • Model Precision Assessment of Water Distribution System Based on Uncertainty Analysis
  • The Selection of Priority Pipe Sections for Sewer Network Renovation
  • Hydraulics of Looping
  • The Water Usage Method and Spatial Structure Type of Spring Village in Northern China
  • Chapter 9: Heating, Gas Supply, Ventilation, Air Conditioning Works and Daylighting Design
  • Simulation and Analysis of Thermal Performance of Internal Recycle Double Skin Facades
  • Analysis and Evaluation for the Economic Performance of Ground Source Heat Pump System with Waste Heat Recover
  • Experimental Investigations on Effect of Particles Removal in Cleanroom with Non-Unidirectional Airflow
  • Calculation and Analysis of Gravity Head Coefficient in Hot Water Heating System
  • Chapter 9: Heating, Gas Supply, Ventilation, Air Conditioning Works and Daylighting Design
  • Study on the Current Situation of Economic Analysis of Ice Storage Air-Conditioning System
  • A CFD Simulation of Indoor Natural Ventilation of a Residential District in Zhuzhou
  • Analysis of Influence Factors on the Internal-Melt Ice-on-Tube while Melting
  • Effect of the Circulation Flow Velocity in Ground Heat Exchangers on System Operation
  • Energy Saving Design of a Training Center in Dongguan
  • Calculation of the Maximum Length of the Directly Buried Cooling Pipes Applied in the District Cooling System (DCS)
  • Discussion on Ventilation Requirement for Meeting Indoor Air Quality
  • Simulation Study on Characteristics of Ultra-Low Temperature Heat Pump Air Conditioning System for Pure Electric Vehicles
  • The Effectiveness of Implementing Automated Ventilation System in Premises Intended for Public Using
  • “Breathing House” – New Air System for Healthy Residential Buildings
  • Research on the Construction Technology of Radial Underground Heat Exchanger and its Heat Exchange Performance
  • Chapter 10: Oil, Gas and Mineral Exploration
  • Optimization of Acid Fracturing Design in Yubei Fractured Reservoir
  • Optimization of Black Oil Model-CO2 Flooding in Low Permeability Reservoir
  • Experimental Study of Self-Suction Spraying with Pressure Gas and Water
  • Study on Surface Deformation Law of Western Chengchao Iron Induced by Underground Mining
  • Adsorption Research of Polymer on Oil Sands in Qidongyi Block of Xinjiang Conglomerate Reservoir
  • Analysis on Permeability of High Permeability Layer-Penetration Oil Influencing Factors
  • Industry Clusters Innovation Action Model Based on the CAS Theory – Shanxi Magnesium Industry
  • Research on Construction Technology of the High Permeability Type Layer-Penetration Oil Production
  • Research on High Permeability Layer-Penetration Oil Production
  • The Influences and the Mechanism of Action of Grinding Aid Agent during Micro Fine Particle of Lean Hematite Ore of Grinding Operation
  • Rapid Excavation Technical Research of Blasting Mining Face in Liangzhuang Mine
  • Numerical Simulation Study on Setting Stopping Line of Working Face in Shuguang Mine
  • The Research of Gas Drainage Technology in Daning Coal Mine
  • Chapter 11: Disaster Prevention and Mitigation
  • Analysis on Wind-Induced Vibration of Tall Buildings in Hilly Terrain
  • Energy Absorption Numerical Analysis of Mine Impingement Thin-Walled Components with Different Configurations
  • Freezing Damage Analysis of Jintaizi Fishing Floor Engineering in Fuyu
  • Mechanical Properties and Calculation Method for Monolayer Cable Net Glass Curtain Wall under Fire Conditions
  • Pregnant Mechanism and Mechanical Model of Rock Landslides in Chair-Shaped Cataclinal Bank Slopes
  • Research on Method for the Weight Definition of Evaluation Indicator in Dump Landslides Based on Rough Set
  • Study on Ignition Time of Radiation Cargo in Irradiation Room under Stuck Radioactive Sources
  • The Coupling Interaction in the Rankine Method for Concrete Filled Steel Tube Columns under High Temperatures
  • The Design of Unascertained Fire Risk Evaluation System for High-Rise Civil Building Based on VB
  • A Study of Storm Surge Risk Index System
  • Review of Different Methodologies and Risk Assessment Models Instorm Surge Disaster Management
  • A Forecast and Risk Assessment Model for Storm Surge Impacts
  • Survey of Fire Load in Building Furniture Store
  • The Research on Structure Fire Resistance Test of Fire Retardant Rigid Polyurethane
  • Tornado Hazard Loss of Nuclear Power Plant Building during Design Service Period
  • Comparative Analysis of Wind Load for Transmission Tower between Chinese and American Codes
  • Landslide Susceptibility Zonation Based on the Analytic Hierarchy Process and Information Method
  • Modelling of the Human Behavior in Evacuation
  • Numerical Simulation on Ghosting Fire in the Confined Underground Space
  • Research on Concrete Columns Seismic Performance of Super Early-Strength Composite Fibers after High Temperature
  • The Analysis of Hysteretic Behavior of Concrete Filled Double Skin Steel Tubular after Exposure to Fire
  • The Construction of Emergency Logistics System Framework and Information Platform System
  • Vulnerability Assessment of Truss Structure Based on Strain Energy and Damage Scenarios
  • Deformation Monitoring and Prediction of a Reservoir Landslide in Sichuan Province, China
  • Mechanical Performance Calculation of Single-Layer Cable Mesh Point-Supported Glass Curtain Wall under Fire Conditions
  • Design and Realization of 3S Technology-Based Geological Disaster Database System in Liaoning Province
  • Monitoring of Flooding Water under Coal Mine Based on Improved Fuzzy Clustering
  • Review on Study of Fire Behavior of Bridges in China
  • Risk Assessment of Debris Flow Based on Multi-Objective Fuzzy Pattern Recognition Method in Mountain Highway Construction
  • Case Study of Fire Risk Management of Tourist Hotels
  • Multivariate Geometric Factors Contributing to Crashes and Injuries in Mountainous Freeways: A Case Study from Jiangxi, China
  • The Analysis of Safety Investment Behavior of the Long-Term Incentive Mechanism in Construction Enterprise
  • Research on Functional Adaptation of Sport Venues as a Disaster Prevention Refuge
  • Chapter 12: Cartography and Geographic Information System
  • A Research on Digital City Three-Dimensional Visualization System Based on Skyline
  • A Study on Informatization Construction of Sharing “One Map” between Land and Planning Departments
  • The Visualization of Health Monitoring System for Bridge Using CORS and GIS
  • Research on the 3-D Scene Quick Build Method of Virtual City and Implementation Method of Basic GIS Function
  • Application of Three-Dimensional Visualization Technology in Real Estate Management
  • Calculation of Land Consolidation Potential Based on GIS
  • Information Management of Maritime Work Based on GIS
  • Design and Fabrication of Dynamic Thematic Maps Based on Flash
  • Development of Topographic Maps Symbols Library
  • Chapter 13: Surveying Engineering
  • Application of Total Station in the Measurement of Transmission Line
  • Chinese Geodetic Coordinate System 2000 and its Comparison with WGS84
  • Discussion on the Measurements in Cantilever Construction with Guyed Hanging Basket
  • Error Analysis of the Settlement Observation
  • Application of Stereo Vision Measurement Technology in the Detection of Round Hole
  • Application of Model GM (1,1) to Settlement Forecast of High-Fill Airport
  • Research and Extended of Semi-Parametric Model Additional System Parameter
  • Research on Control Methods of Measuring Super High-Rise Buildings
  • Correction of Atmospheric Effect in EnviSAT ASAR Repeat-Pass Interferometry with MODIS Water Vapor
  • Analysis of Underground Space Azimuth Measuring and Data Processing in a Tunnel
  • Study on Application of Terrestrial 3D Laser Scanning Technology in the Calculation of the Fine Earthwork
  • Application and Research of 3D Laser Scanning Technology in Steel Structure Installation and Deformation Monitoring
  • Discussion on the Application of GPS Technology in Bridge Construction Plane Control Net and in Survey of Bridge Axis Lofting
  • Improved BP Neural Network Model Applied in Settlement Analysis
  • Multi-Scale Classification Based on Remote Sensing
  • Research on GPS Height Partition Fitting Method
  • GPS RTK Techniques for Construction Monitoring of Super Deep-Water Open-Caisson
  • Triangle Interpolation on Discrete Point Set
  • Chapter 14: Applied and Computational Mechanics
  • Effect of Ring Support Position and Geometrical Dimension on the Free Vibration of Ring-Stiffened Cylindrical Shells
  • Increment-Dimensional Precise Integration Method of Oil-Water Coupling Flows in a Low Permeability Reservoir with Capillary Pressure
  • Influence of Vertical Vibration on Surface Velocity of a Liquid Bridge
  • Linear Analysis of the Constitutive Relation of Concrete Elastoplastic Disturbance
  • Method of Extended Domain and General Principles of Mesh Approximation for Boundary Problems of Structural Analysis
  • Numerical Simulations of the Internal Fluid Field for Porous Scaffold Used in Tissue Engineering
  • Preliminary Application of Software Package GPPS to Spare Linear Systems from Meso Scale Simulation of Concrete Specimen
  • Mechanical Behavior Analysis of Concrete Short Columns Pushed out from Over-Thick Steel Tube
  • Study on Numerical Simulation of Explosion in Soil Based on Fluid-Solid Coupling Arithmetic
  • Study on Stability of Functionally Graded Cylindrical Shells Subjected to Hydrostatic Pressure
  • Theoretical Foundations of Correct Wavelet-Based Approach to Local Static Analysis of Bernoulli Beam
  • Theory Analysis of Functionally Graded Materials Cylindrical Shell Buckling under Pure Bending
  • Numerical Decision of Problems of Structural Mechanics with Nonideal Unilateral Constraints
  • Some Recent Developments in Coupling of Finite Element and Boundary Element Methods - Part I: An Overview
  • Some Recent Developments in Coupling of Finite Element and Boundary Element Methods - Part II: Dynamic Procedures for Determining the Relaxation Parameters for the Mixed Dirichlet-Neumann Domain Decomposition FEM-BEM Coupling Method
  • State Space Solution of Response for Piles Subjected to Lateral Loads
  • Study on Downburst Wind Field Characteristics under Mountainous Terrain
  • Study on Downburst Wind Load under Characteristic Topography
  • The Study on Differential Equations Method for Solving Column-Pile Structural System Internal Forces
  • Theory of Duality Disturbance of Elastoplasticity
  • Thermocapillary Convection of Low Prandtl Number Fluids under Uniform Magnetic Fields
  • Two-Dimensional Problem Moisture Elasticity for Inhomogeneous Flat Annular Area
  • Application of Energy Method for Determining Loss Factor in Dynamic Systems with Hysteretic Damping
  • Hexahedron-Dominant Mesh Generation for Blocks with Constrained Triangulated Boundary Surfaces
  • High-Precision Structured Finite Volume Model for Numerical Simulation of Dam-and Dyke-Breach Flow
  • Novel Partitioned Integration Method Based on Newmark's Scheme for Structural Dynamic Problems
  • Subgrade Limit Bearing Capacity Calculation Using Slip Line Method
  • 3-D Numerical Simulation of Flow Structures in a Sharp Bend of the Lower Yangtze River
  • About Verification of Correct Wavelet-Based Approach to Local Static Analysis of Bernoulli Beam
  • Determining the Frequency of Free Oscillations Geometrically Nonlinear Shell Using the Mixed Finite Element Method
  • Dynamical Analysis on Underground Powerhouse of Yixing Pumped-Storage Power Station
  • Experimental and Finite Element Study on the Fatigue Growth of a Semi-Elliptical Surface Crack in a X80 Pipeline Steel Specimen
  • Finite Element Analysis on Negative Wind Pressure Stress of External Wall Insulation Layer
  • Mechanics Analysis of Tower Crane
  • Mixed Time Integration Parallel Algorithm for Nonlinear Dynamic Analysis
  • A Comparison between the Matrix Displacement Method and the Finite Element Method in Solving Frame Structure with SM Solver Software
  • Crack Extension Calculation under Tensile and Shear Load by XFEM
  • Finite Element Solution in Fluid Mechanics Using Exponential Function Based Interpolation
  • Numerical Simulation of Flow around High-Rise Buildings Based on Reynolds Stress Model
  • Reconstruction of Shallow Shells for Increase Bearing Capacities and Operating Characteristics
  • Study on Reduced Order Model in Large-Span Roof Vibration under Wind Actions
  • The Coupling of Pseudo-Spectral Method and Domain Decomposition Method for the Elastostatic Problem
  • The Foundation of Nonlinear Finite Element Model
  • Properties and Moving Time Average for Lévy Walks with Power-Law Waiting-Time Distributions
  • The Scattering of Circular Cylindrical Cavity with Time-Harmonic SH Waves in Infinite Strip Region
  • Numerical Simulation of the Wind Load on the Mast at Different Wind Angles
  • MIDAS-Based Finite Element Analysis of the Short Line Method of the Precast Segmental Bridge Construction
  • Simulation of Acoustic Cavitation Bubble Motion by Lattice Boltzmann Method
  • Research and Development on Similarity Principle of Model Pile
  • Study on the Downburst Field Characteristics under the Influence of Two-Dimensional Continuous Mountains at Different Distance
  • Investigation on the Wind Pressure Asymmetric Coefficient of Transmission Line
  • Three-Parameter Damage Evolution for Quasi-Brittle Solids
  • Chapter 15: CAD/CAE/Computer Technology
  • An Integrated Simulation System for Building Structures
  • Simulation Analysis of Built Environment Based on Design Builder Software
  • Simulation on SHTB Apparatus Design Based on ANSYS/LS-DYNA
  • Numerical Simulation of SHPB Test for Concrete under Confining Pressure
  • Engineering Practice of Elasto-Plastic Time-History Analysis on Super High-Rise Using ABAQUS
  • Calculation on Internal Force Effect of a High-Speed Highway Prestressed Concrete Extra-Dosed Cable-Stayed Bridge
  • Establishing the Digital Model of Hydraulic System in Simulation Vibration Table
  • Research on SketchUp Application in Graphing of Civil Engineering
  • Analysis of the Flow Characteristics of Multiphase Flow Fields in the Mixing Agitator
  • Building Information Modeling (BIM) and Analysis of more Traditional CAD
  • From CAD to the Rapid Development of BIM
  • Model Reuse Technology in Building Electrical Parameters Design
  • Normally Consolidated Subgrade Limit Bearing Capacity Calculation Using Slip Line Method
  • Numerical Simulation and Testing of 45 Architecture Steel Welded Based on Gaussian Heat Source
  • Research on Tunnel Construction Quality Based on Visualization Management
  • Analysis on Application Prospect of BIM Technology in Granary Designing
  • Intelligent and Complex Monitoring in Intelligent Buildings
  • Numerical Analysis of Bridge Expansion-Induced Rail Deformation of Ballast Truck
  • Real-Time Dynamic Simulation System for Tunnel Construction Based on OpenGL
  • Study on Multiple Points Matching in Different Images of Intelligent Building
  • The Soft Soil Foundation Consolidation Numerical Simulation Based on the Model of Modified Cam-Clay
  • 3D Models as Vista Information Management Governance in the Field of Development of Underground Space in Cities
  • Using CAD for Selecting Different ACS Engineering Systems of Buildings and Structures in the Presence of Interference and Restrictions
  • The Integration of BIM and the Reinforcement Information Expressions
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Produktdetaljer

ISBN
9783038351658
Publisert
2014-08-29
Utgiver
Vendor
Trans Tech Publications Ltd
Vekt
6400 gr
Høyde
240 mm
Bredde
170 mm
Dybde
175 mm
Aldersnivå
P, 06
Språk
Product language
Engelsk
Format
Product format
Heftet
Antall sider
3502