Yang / Liang | Progress in Industrial and Civil Engineering II | Buch | 978-3-03785-857-8 | sack.de

Buch, Englisch, 3780 Seiten, Format (B × H): 170 mm x 240 mm, Gewicht: 6920 g

Yang / Liang

Progress in Industrial and Civil Engineering II

Selected, peer reviewed papers from the 2013 2nd International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2013), July 27-28, 2013, Zhuhai, China
Erscheinungsjahr 2013
ISBN: 978-3-03785-857-8
Verlag: Trans Tech Publications

Selected, peer reviewed papers from the 2013 2nd International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2013), July 27-28, 2013, Zhuhai, China

Buch, Englisch, 3780 Seiten, Format (B × H): 170 mm x 240 mm, Gewicht: 6920 g

ISBN: 978-3-03785-857-8
Verlag: Trans Tech Publications


Collection of selected, peer reviewed papers from the 2013 2nd International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2013), July 27-28, 2013, Zhuhai, China. The 683 paper are grouped as follows: Chapter 1: Geological Engineering and Geotechnical Construction; Chapter 2: Structural Engineering; Chapter 3: Tunnel, Subway and Underground Facilities; Chapter 4: Coastal Engineering; Chapter 5: Bridge Engineering; Chapter 6: Road and Railway Engineering;Chapter 7: Seismic Engineering; Chapter 8: Hydrology and Irrigation; Chapter 9: Disaster Prevention and Mitigation;Chapter 10: Traditional Construction Materials;Chapter 11: Advanced Construction Materials;Chapter 12: Heating, Gas Supply, Ventilation and Air Conditioning; Chapter 13: Surveying Engineering and Measurement; Chapter 14: Cartography and Geographic Information System; Chapter 15: Construction Technology; Chapter 16: Computational Mechanics; Chapter 17: Construction Machinery and Equipment; Chapter 18: Project Management, Project Construction Cost and Engineering Management.
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Preface and Conference Organization
Chapter 1: Geological Engineering and Geotechnical Construction
A Comprehensive Analysis of Soft Soil Foundation Pit Accident
Infiltration Time Effects of Compressibility of Cement Soil
Effects of Multiple Aquifers on Calculating the Bearing Capacity of Foundation
Gas Tightness Evaluation of Structural Concrete Applied to Nuclear Containment Vessels
Prediction Modeling of Maximum Dry Density of Coarse Grained Soil Using Improved Artificial Neural Networks
Study and Application on the Kinetic Parameters of Elastic Wave for the Engineering Rockmass
The Failure Mode Analysis of Open Pit Slope Base on Finite Element Method
Fatigue Behavior of CA Mortar in CRTS-I Ballastless Track under Train Load
Cause Analysis and Improvement Measures of Sloping Roof Leakage
Long-Term Performance Study of High Moisture Content Cohesive Soil Subgrade in Seasonal Frozen Region
Numerical Study on the Bearing Capacity of Composite Foundation with Pile-Soil Shear Modulus
Experimental Study on Shear Strength Considering Initial Void Ratio and Plasticity Index
Splash Erosion Properties of Compacted Cohesive Soil
Applications of Drainage Consolidation Techniques Reinforcing the Foundation of Hydraulic Mud Fill
Analytical Solution for One-Dimensional Consolidation of Soil Layer Induced by Time-Dependent Groundwater Drawdown
Meso-Mechanical Behavior of Sand under Shear Loading Test Research
Testing and FEM Analysis of Geogrid-Reinforced Retaining Wall's Earth Pressure
Deflection Analysis of Anchored Retaining Wall in Dune Sand
Slope Stability Evaluation by the Improved AHP and Extenics Theory
Research on Horizontal Bearing Behaviors of Circular Section Static Compaction Piles
Time-Frequency Characteristic and Recognition Technology of Acoustic Emission Generated from Rock Brittle Fracture
An Analytical Solution for Consolidation of Soilbag with Semi-Pervious Boundary and the Comparison between Semi-Previous Boundary and Impervious Boundary
Research on Influence Mechanism Analysis of Poisson Ratio in Soil-Stone Mixture
Time Series Analysis of Slope Displacement Using Neural Network Method
Numerical Analysis for Excess Pore Pressure Dissipation Process for Pressed Pile Installation
Multiple Compaction Tests on Laterite
Stability Evaluation for Soft Clay Slope Based on 2-D and 3-D Finite Element Method Analysis
Research on Engineering Geological Properties of Dredger Fill in Tianjin Qingfang Economic Region
The Analysis of Vacuum-Surcharge Preloading Method with FLAC3D
Different Types of Materials Used for Stone Column
The General Review of Permafrost Temperature Research Methods
Particle Flow Simulation of Slope Instability and Failure
Finite Element Analysis for Pile Group Foundation Settlement in Soft Soil
Study of Viscoelasto-Plastic Model with Double Yield Surface Considering Coupled Deformation and Seepage
Study on Limit Height and its Stability of Open-Pit Dump Based on Basement Bearing Mechanism
Simulation Analysis on Tension and Deformation of Composite Soil Nailing
Study on the Strength and Acid Alkali Erosion of Improved MSW
A Review of Field Occurrence of Crack Types and Crack Coalescence in Rocks
Research on Characters and Reinforcement of Silt on the Bottom of Stone Tongue Formed by Reclamation Silt
Research on Field Filling and Penetration Test of Highly Plastic Clay
The Research and Development of the Constitutive Model of Soil
Calculation Method of Soil-Column Area Replacement Ratio in the Composite Foundation
A Preliminary Study of Rainfall Infiltration on the Slope Using a New Coupled Procedure of Overland Runoff and Unsaturated Water-Gas Two Phases Seepage Model
Numerical Analysis of Deformation and Stability of Reinforced High Retaining Wall
Basal Heave Stability Analysis of Deep Foundation Pit in Soft Soil
Derivation and Revision of the Theoretical Formula of Friction Stress between Pile and Soil on Space Axisymmetric Condition Considering Relative Slip
Research on Liquefaction Characteristics of Saturated Undisturbed Loess under Different Level of Liquefaction
Experimental Study on Side Friction of Uplift Bored Piles in Soft Rock
Deepwater Pile Foundation Construction Technology of Xiaoyi Reservoir Bridge
Stability Analysis of Slope under the Condition of Rainfall Infiltration
The Application of Ground Granulated Blast Slag in Soft Soil Treatment
Study on Thawing Settlement under Dynamic Loading in 109th National Highway
Elastic Solutions for a Saturated Isotropic Half Space Subjected to a Fluid Line Sink
Undrained Shear Strength Characteristics of Natural Silty Clay
The Bearing Capacity of Footings near Slope Considering the Footing-Soil Interaction
Anti-Sliding Stability Analysis of Saturated Rock Slope
Analysis on Stability of the Expensive Soil Cutting Slope Based on ANSYS
Model Tests on the Layout of Punning Position in Dynamic Compaction for Loess
Study of Seepage Properties of Fractured Rock Mass Based on Improved K-Means Clustering Algorithm
Embankment Settlement Calculation Based on the Unsaturated Soils Theory
Research on Influence of Loose Coverage Rock Fragment Distribution
Influence of Dilation on the Axial Load of Bolt as Joint Subjected to Shearing
Failure Behavior for Cross-Anisotropic Sand
Groove Stability of Diaphragm Wall Excavation in High Confined Water Stratum
Numerical Analysis of Bridge Caisson Foundation due to Riverbed Erosion
Study on the Shear Strength Properties of the Silt in Hangzhou, China
The Improved Shear Strength Calculation Method in Direct Shear Test
Study on the Influence of Variable Water Temperature on Seepage in Single Fracture
An Improved Iterative Method of Saturated-Unsaturated Unsteady Seepage Numerical Simulation
Numerical Simulation of Damage and Deformation Characteristics of Rock Mass with Transfixion Joint
Study on Measures to Retain the Deep Foundation Pit for Soil-Rock Composition with Weak Intercalated Layers
A New Parameter to Evaluate Liquefaction Resistance of Saturated Sand under Complex Dynamic Stress Paths
Research and Application of New Tower Foundation Type above Goaf of Coal Mine
3D Finite Element Analysis of Negative Skin Friction (NSF) Behaviors in Pile Groups with Cap
The Experimental Research of Slurry Improvement with Different Kinds of Vertical Drains under New Vacuum Conditions
Hydro-Mechanical Coupled Analysis of the Stability of Surrounding Rock Mass of Underground Water-Sealed Oil Storage
Analysis on the Effects of Goodman Contact Model's Parameters to the Shear Stress
Data Analysis on Safety Monitoring of Group Pile Foundation Based on Valuation Fusion Algorithm
Application of New Transmission Line Tower Foundation on Steep Slope in Mountains Areas
The Application of Ground Penetrating Radar Detector Technology in Breakwater of Nuclear Power Station
Stress and Deformation Characteristics of Rock-Fill Dam with Asphalt Concrete Core Wall Founded on Deep Overburden
Analysis of Bearing Capacity of Ashes Foundation's Prospect
Model Testing for Two Sides Vertical Anchored High Road Dyke of Reinforced Backfilled Retailing Wall
The Application on Stress Relief Method in Deviation Correction of Buildings
Dynamic Interaction between the Raft-Superstructure and the Saturated Soil under Moving Load
Study on Stresses Distribution in Narrow Backfilled Stopes and the Effects of Parameters Based on Elastic-Plastic Model
Research of the Permafrost Dynamic Load Direct Shear Apparatus
Summary on Research Advances on the Reservoir Bank Instability
Application of Depth-Measurable Prefabricated Vertical Drains for Soft Ground Improvement
Soil Liquefaction Evaluation of Offshore Site Based on In Situ Shear Wave Velocity Measurements
Preliminary Study on Performance of the Prestressed Concrete Hollow Retaining Pile in Lateral Force Resistance
Elasto-Plastic Constitutive Model Considering the Influences of Soil Structure and Anisotropy
Study on Dynamic Analysis Methods Verification of Earth-Rock Fill Dam Using Large-Scale Shaking Table Model Test
Hydraulic Performance Optimization on Inlet-Outlet of Pumped Storage Plant
Experimental Study on Backwater in Cavity of Aerator on Chute with Mild Slope
Application of Limit Equilibrium Method to Stability Analysis of Jinping I High Arch Dam Abutment on 3d Multi-Grid Method
Modeling Design and Finite Element Analysis of the Hydraulic Gradual Transition
Performance of the Inducing Joints in Xiaowan Arch Dam with Reservoir Impounded to Normal Water Level
The Application of Hydraulic Method to Geotechnical Compression Test
Study on Creep and Fracturing of High Antidip Sandwich Rock Slope in High In Situ Stress
Three Dimensional Random Structural Model of Karst Rock and its Application
A Mechanism for Loess Self-Load Collapsibility-Saturated Loess Liquefaction Caused by Earth Microtremors
The Tests on the Lime-Treated Expansive Soils Compaction Characteristics
Stability Analysis and Treatment Design of Meng Dumei Landslide
Formation Mechanism Analysis of Cataclastic Texture Rock Landslide Based on Discrete Element Method
The Hydrogeological Feature and Geological Hazard Prevention of M Coal Mine in Xinjiang Fukang
The Research of Shear Strength and Micro-Structural Characteristics of Acid Pollution Laterite
Predicting of Permeability Coefficient for Compacted Clay
Reliability Analysis Based on Multi Sliding Surface Method
Study on Failure Mechanism and Stability of Loess Slope in Huangshui River Basin
Study on Phreatic Line of Reservoir Slope under the Rainfall and Reservoir Level Fluctuation
Stability Analysis on Loess - Mudstone Landslide of the Fenghuang Mountains
Formation Mechanism and Stability Analysis of a Landslide in the Three Gorges Reservoir Area
Application of Geophysical Exploration Results in Prospecting Prediction at Xiayingfang Silver Polymetallic Deposit in Chengde, Hebei Province
The Wing Crack Growth Processes of Rock Induced by Hydraulic Pressure
Weight Analysis on Influencing Factors of Reservoir Basin Deformation
Stability Analysis of Dangerous Rocks on the Slope of a Hydropower Station
Chapter 2: Structural Engineering
A Modified Pall-Typed Friction Damper for Vibration Control in Series Compensation Platform Structure
Modelling the Geometric Structure of Concrete Work Item Processing
Elastic Distortional Buckling Stress of Steel Channel Column
A Simplified Formula for Calculating the Elastic Distortional Bucking Stress of Steel Channel Bending Members with Complex Edge Stiffeners and Intermediate Stiffeners in Elements
Modelling the Dynamic Load Process in the Building Technology Process
Seismic Behavior of Concrete Columns Confined by CFRP and GFRP Jackets
Analysis of Cold-Formed Steel Lipped Channel Columns with Complex Edge Stiffeners and Web Holes
Experimental Study on Seismic Behavior of CFRP-Strengthened RC Beam-Colum Joints
Shear Test and Nonlinear Finite Element Analysis of Hybrid Fiber Reinforced HPC Deep Beams
Reliability-Based Assessment of Flexural Strength of High-Speed Rail PC Box Beam in Marine Environment
The Damage of Gas Explosion on the Structure
The Measurement of Temperature Stress Caused by Sunshine Action of Steel Truss
Study on the Characteristics of Shock Wave Pressure Caused by Underwater Blasting
Seismic Response Analysis of Dendritic Column in the Folded Plate Grid Frame
Exact Solutions of Dynamic Characteristics for Curved Beams with Pinned-Pinned Ends
Experimental Study on Axially-Loaded Concrete Columns with Various Sizes Confined by CFRP
Numerical Simulation of Pressure Distribution around the Reticulated Shell Structure with Large Span
Finite Element Analysis of Holes on the Metal Lamp Pole
Numerical Simulation of Water-Air Two-Phase Flow in Stilling Basin during the Opening Processes of Radial Gates
The Flat Truss Dynamic Characteristics and Seismic Response Analysis
Experimental Studies on the Mechanical Performances of Corroded Reinforced Concrete Columns Retrofitted with FRP
Reliability Assessments of Concrete Filled FRP Tube Columns
Reliability Studies on Concrete Filled FRP Tube Columns Using Different Design Code Models
Influence Factors of Compressive Performance of Composite Foam Sandwich Tube
The Classification and Application of Interior Wall-Board in Steel Structure Building
Applications of Rayleigh Wave Detection Technique and Polymer Grouting Technology in Waterproof Construction
The Analysis Research of Structure on One and Multi-Stages Molding Method
Large Deformation Analysis of Buried Pipeline
Analysis of Wind-Induced Vibration Response on a Tower Consisted of Steel Tubes and Angel Steels
Nonlinear Finite Element Analysis for Wall-Beam Structure
Finite Element Analysis and Reinforcement of Gravity Abutments Cracking
Dynamic Analysis on the Light-Weight Portal Frame with Different Slopes
Out-of-Plane Stability Analysis of I-Section Steel Arch
Analysis on Ultimate Bearing Capacity of the UHV Transmission Tower with Large Width Angle Steel
Dynamic Interaction between the Pile Groups and Layered Poroelastic Half Space to Harmonic Axial Loads
Shaking Table Test of RC Frame-Shear Wall Structures with Partial Columns Sliding at Upper Ends
Three-Dimensional Flow Simulation Research on Spur Dike
Experimental Study on Two-Side Constraint Steel Plate Shear Wall with Vertical Stiffeners
Modal Identification and Finite Element Model Updating by Adding Known Masses
Analysis on the Impact of the Status of the Fresh-Old Concrete Bonding Interface on Dam Safety
Progress in the Research of Steel Structures Strengthened with CFRP
Experimental Study of the Carbon FRP Retrofitted Reinforced Concrete Panels under Explosion
Progressive Collapse Resistance of RC Structures with Tension Cables
Analysis the Bearing Force Characteristic of the New Cast-in-Place Concrete Pile with Half-Screwed
Study on the Sensitivity Factors Affecting the Anti-Seismic Performances of Steel Reinforced High-Strength Concrete Columns
Concrete Creep and Shrinkage Effect Analysis Program Development
Optimization of Top Steel-Tube Truss Construction Platform of Silo and Fitting of Curve Equation
Force Behavior of Outer Annular-Stiffener Type Steel Castellated Beam-Concrete Filled Steel Tuber
The Effect of Alternative Reinforcement Details in Reinforced Concrete Coupling Beams
Study of Bracing Force Acting at Mid-Span of Beam of Single-Span Portal Frame
The Application of Digital Cameras in Monitoring Dynamic Deformation of Steel Shelf
Finite Element Analysis on Mechanical Behavior of Laminated Slab
Study on Dynamic Response of Jacket Structure during Floating Transportation
Design of the Shear Reinforcement of RC Beams with Opening
Chapter 2: Structural Engineering
Effect of Slenderness Ratio on Inelastic Buckling and Residual Strength of H-Section Steel Column Member
Analysis on Mechanical Properties of the Integral Jacking-Up of an Ancient Building
Reliability Evaluation of Double-Layer Spherical Lattice Shell
Simple Computing Method for Tension Cable in Monolayer Cable Net Curtain Wall
Pre-Tension Control Technology of Monolayer Cable Net Fixed by Elastic Structure Anchor
The Building Protruding Ministry Wind Stimulated Effect
Finite Element Analysis on Integral Structure of Light Steel Temporary Buildings
Analysis of Effect of Crack in Composite Beam on Slip of Shear Connectors
Space Rigid Frame Damage Identification Based on Finite Element Method and Experiment
Study on Earthquake Resistant Performance of a Large Span Structure Strengthened with HADAS
A Study on the Formulas of Effective Slenderness Ratio of Three-Leg Laced Lattice Column
Calculation and Analysis of Temperature Stress for Large-Span Steel Structure
Optimization Design of Section for Bisymmetric Built-Up Steel H-Shaped Beams
Experimental Study of Short Column with Welded H-Sharped Steel Reinforced Concrete under Axial Compresion
Research on Bearing Capacity of Axiallycompressed Short Columns
The Analysis of Bending Performance on the Nodes of Concrete Filled Steel Tubular Column and Girderless Floor under Horizontal Load
Mechanical Study on Short Timber Columns Reinforced by Different Methods of FRP under Axial Compression
New Simulation Method of Reinforcement Simulation in FEA
Research on Initial Stiffness of Top-and-Seat Angle Connections in Semi-Rigid Steel Frames
Strength, Stiffness and Energy Dissipated Characteristics of Reinforced Concrete Coupling Beams with Diagonal Headed-Bars
Research on Longitudinal Reinforcement Ratio of Reinforced Concrete Rectangular Section Single-Reinforced Beam
Tensioned Membrane Structures in the Form of Egg Shape
Analysis of Bending Strength of the Rectangular Hole Honeycomb Beam
Finite Element Analysis of Stamped Tees Stress in Directly Buried Heating Pipeline
Analysis on Factors Affecting the Local Stability of Web of Castellated Beams
Tensioned Fabric Structures in Oval Form
Analysis of Oxytropis Tower Structure with Model Method
Experimental Study and Finite Element Analysis of Concrete Simple Supported Beams Strengthened with Externally Prestressed CFRP Tendons
Study on a Large-Span Steel Truss Roof Isolation Bearings for Wind Load Effect Isolation Effect
Testing Research on Application of Rapid-Hardening Sulphoaluminate Concrete in Rapid Repair Engineering for Airport Pavement
Crack and Condensation Problem Countermeasures of External Thermal Insulation Composite Wall
Wind Resistance Research and Wind Tunnel Test of Large-Span Roof Based on Yancheng Financial Center
Simplified Model to Predict Load-Bearing Capacity of Concrete-Filled Steel Tubular Laced Column
Nonlinear Seismic Response Analysis of RAC Space Frame Structure
Crack Identification in Plates Using Fractal Dimension Analysis
The Passive Control Seismic Strengthen about RC Frame Infilled Wall Structure
Feasibility of Substructure Pseudo Dynamic Test on the Tanks in Seismic Research
Research Progress on Mechanical Properties of Chinese Ancient Mortise-Tenon Joints
Stress State of Hemispherical Shell in the Frontal Movement of the Radiation Field
Field Testing of a Wind Turbine Tubular Tower and Structural Design of a Space Frame Steel Tower
A Study on Fracture Characteristics of Widened Beam Flange Joints
Experimental Study on the Development Regularity of Slab Concrete Cracks under Fatigue Loads
The Application of Cable's Arrangement and Stability on Prestressed Cable-Beam Structure
Transfer Matrix Method for Natural Vibration Period of Shear Wall Structures with Large Space at Lower Part
Finite Element Analysis of Concrete-Filled Double Skin Steel Tubes with Simply Supported under Lateral Impact
Comparison and Study on Seismic Performance of the Special-Shaped Column and Rectangular Column Frame Structure
Application of Acoustic Emission Tomography Technique in Concrete
Dynamic Analysis of Tall Building Structure Based on Ansys
A Power Spectral Analysis Method for Wind-Induced Response of Flexible Structures
Research on Performance Effect Factors of Flexural Member for Concrete Filled Rectangular Steel Tube
The Finite Element Analysis of Tower Crane Safety Performance
Finite Element Analysis for the Mega Columns for XRL West Kowloon Terminus
Economic Effect Research of HRB500 High-Strength Reinforced Bars in the Engineering Application
Experimental Study on Hysteretic Performance of Steel Frame with Improved Node
Study on Magnetorheological Fluid Damper
The Characteristics and Development Status of the Push-Extend Multi-under-Reamed Concrete Pour Pile
Solution for the Shear Lag Problem of U-Shaped Beam by Three Bar Stimulation Method
Numerical Study about Damping Effect of Liquid Damper on Tall Buildings
Fuzzy Hierarchy Analysis of Gravel Pile Stability
Nonlinear Analysis on Ultimate Flexural Bearing Capacity of the N-Shaped Steel Tubular Joints
Focus on Sustainable Bearing Structures
Calculation and Application of Steel-Concrete Composite Beams Stiffness Amplified Coefficient
Nonlinear numerical analysis of SRC Frame Joint
Experimental and Numerical Study of RC Thin-Walled Channel Beam under Torsion
Experimental Study on Bearing Capacity of Cross-Sections of Carbon Fiber-Reinforced Concrete Beam under Salt Damage
Mechanical Performance of the Different Structure Based on Shrinkage and Creep
Causes Analysis and Control Measures of Leakage of Light Steel Roof
Research on the Concrete Structure Deformation Properties of Xiangjiaba Ship Lift Tower
Crack Mechanism, Temperature Control, and Anti-Cracking Measures of Sluice
Local Stress Analysis and Corner Radius Optimization of PPSCB
Chapter 3: Tunnel, Subway and Underground Facilities
Back Analysis on Tunnel Rheological Parameters
A Brief Discussion on Investment Control of Subway Construction Projects - Taking the Hangzhou Subway Project as the Example
Cumulative Damage Monitoring of Shotcrete in Large-Span Tunnel under Multiple-Blastings
3D Numerical Simulation Analysis and Pre-Estimation New Technology of Ground Collapse Caused by Subway Shield Construction
Construction Technology of Super-Deep Diaphragm Wall under Complicated Geological and Hydraulic Conditions
Supporting System and Monitoring Analysis of the Cut-Cover Tunnel in Shouyi Square of Wuhan
Study on Stability of Loess Tunnel Based on Three-Dimensional Numerical Simulation in Different Excavation Length of Invert
Numerical Simulation of Subway-Induced Environment Vibration
Study on Design of Working Shaft for Oil and Natural Gas Pipe in Cross River Slurry Shield Tunnel
Analyze Smoke Extraction Efficiency on Point Exhaust System of Side Direction for Immersed Tunnel Impact Shape of Smoke Dampers
Finite Element Analysis for the Stress Field and Seepage Field Interaction within Qingdao Submarine Tunnel Rockmass
Research of Safe Distance between Concealed Karst Cave and Tunnel
The Special Geological Conditions of Mountain Tunnel Scheme Selection
Numerical Analysis on Influence of Cross Section Shape on Earthquake Resistant Capability of Shallow-Buried Tunnel
Study on Harbin Metro Shield Tunnel Segment and the Deformation of Tunnel Rock
Development of Computer Decision Support System for Underwater Positioning in Submarine Immersed Tube Tunnel Construction
Study on Construction Risk Assessment Method of Deep Buried Tunnels
Application Analysis of Comprehensive Advanced Geological Prediction in Karst Tunnel
Metro Emergency Management Capacity Assessment Research Based on AHP-FCE Model
Extending Section of Underground Cavities and Analysis of the Stability for Surrounding Rock
Application of "Rigid-Soft Combination" Principle in Waterproof of Tunnel
Surface Settlement Time Lag Induced by Shield Tunneling in Urban Sandy-Pebble Stratum
The Comparison of Tunnel Engineering Construction Methods for Renhechang Tunnel Crossing Underneath Existing Tunnel on Lanzhou-Chongqing Railway
Model Test of the Impact of Active Ground Fissures on Metro Tunnel
Comparative Study on Calculation Model of Hydraulic Tunnel Lining Structure between Beam Element and Solid Element
Study on Subway Safety Measures and Emergency Rescue’s Countermeasures in Shenyang
Numerical Simulation for Surface Displacement of Shield Tunnel Construction under Building Load
The Construction Monitoring and Data Analysis of the Zhang JiaQu Tunnel
Application Research of Rock Coupling Testing System for Underground Engineering in Sanshandao Gold Mine
Experimental Study on Mutual Effects of Rock Tunneling Positions with High Underground Pressures
Study on the Stability of Large Cross-River Shield Tunnel Face with Seepage
Study on Failure Mode of Underground Diaphragm Wall in Soft Soil Area
Chapter 4: Coastal Engineering
Study on Characteristics of Flow and Sediment for Xiaomiaohong Tide Inlet in Radial Sand Ridges
Study of Wave Structure Interaction Based on the SPH and FCBI Algorithm
Calculation on the Settlement of Two Sands
Determination of Correlation Parameters of Near-Bed Sediment Flux
Method to Determine the Navigable Depth by Rheological Properties
From the Viewpoint of Water-Sediment Characters to Approach the General Criteria for Waterway Regulating with Complex Shoals
Influence of Water Exchange in Tide and Wave for Large Harbor with One Entrance
Reliability of the Offshore Jacket Platform Based on Load Combination
Wave Forces on the Composite Bucket Foundation of Offshore Wind Turbines
Numerical Calculation of Soil Pressure inside the Lattice Type Steel Sheet Pile Wharf Structure
Research of the Artificial Island Construction Impact on Marine Deposit Dynamic Environment
Hydrodynamic and Sediment Transport in the Headland of Caofeidian after Reclamation of the Industrial Zone
Influence of Bulk Density on Cohesive Deposits Incipient Motion
Seafloor Slope Stability under Adverse Conditions Using Energy Approach
Application of a Nonlinear Elliptic Mild Slope Equation in Rizhao Harbor
Influence of Rotational Stiffness on the Distribution of Horizontal Forces on All-Vertical-Pile-Supported Wharf Structures
Experimental Study on Flow Conditions of Jiaogang Ship Lock during Sluice Gate Hoist
Numerical Simulation of Wave Overtopping Based on DualSPHysics
Numerical Simulation of Tidal Waves Variation in the North Branch of the Changjiang Estuary
Review on the Specific Characteristics of the Sediment Movement in Estuary Sandbar Area: With the Yangtze Estuary as an Example
Chapter 5: Bridge Engineering
Influence of Main Structural Dimension on the Shear Lag Effect of Box Girder Used in Cable-Stayed Bridge
Central Buckle Influence Research on Dynamical Characteristics of Suspension Bridge
Aerodynamic Stability of a Three-Tower Suspension Bridge during Erection via Aeroelastic Model Test
Existing Railway Steel Truss Bridge Static Experimental Analysis Based on Full-Bridge-Model
Experimental Study of the Changes of Morphodynamic Process Caused by the Hong Kong-Zhuhai-Macao Bridge
Research of Base Form for Detached and Re-Installed Concrete Bridge Barrier
Study on External Prestressing Connection Mode of the Simply-Supported and Continued Structure System
Design and Testing of Shock Transmission Device for Bridge Protection
Research on High Crashworthiness Level Bridge Barrier with Limited Working Width
Orthogonal Test Analysis on Influencing Factors of Prestressed Concrete Small Box Beam Camber
Transverse Analysis of Box-Girder for Continuous Beam Arch Composite Railway Bridge
An Alignment Control Method of Continuous Beam Bridge
Dynamic Characteristics of Pylon of Cable-Stayed Bridge with Inclined and Arched Tower during Construction
Risk Identification in Bridge Construction Stage Based on Fuzzy Hierarchy Analysis
Optimization Study on Paving Structure of Steel Bridge Deck Suitable for the Chinese 2th Climate Zone
Study on Rapid Evaluation of Bearing Capacity of Arch Bridge Structure
Research of Flow Mechanism and Numerical Simulation on the Post-Prestressed Duct Grouting
Study on Running Performance of Train and Limit Value of Traffic Safety on Hubian Bridge
Influence of Moving Vehicles on Vertical Vibration of Simply Supported Bridge
Cable Tension Measurement of Cable Stayed Br


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