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Proceedings of China-Europe Conference on Geotechnical Engineering

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Table of Contents

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    Book Overview
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    Chapter 1 A Simple Anisotropic Mohr-Coulomb Strength Criterion for Granular Soils
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    Chapter 2 The Equivalent Stress of Soil Skeleton
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    Chapter 3 Constitutive Model for Granular-Fluid Flows Based on Stress Decomposition
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    Chapter 4 The Hypoplastic Model Expressed by Mean Stress and Deviatoric Stress Ratio
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    Chapter 5 Multi-scale Modelling of Crushable Granular Materials
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    Chapter 6 Study on the Constitutive Model of Sandy Pebble Soil
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    Chapter 7 Isothermal Hyperelastic Model for Saturated Porous Media Based on Poromechanics
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    Chapter 8 Review of N Models in Simulating Mechanical Behavior of Clays
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    Chapter 9 Strain-Rate and Temperature Dependency for Preconsolidation Pressure of Soft Clay
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    Chapter 10 A Nonlinear Elastic Model for Dilatant Coarse-Grained Materials
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    Chapter 11 Influence of Multidirectional Principal Stress Axes Rotation Sequences on Deformation of Sand
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    Chapter 12 Transversely Isotropic Strength Criterion for Soils Based on the Characteristic Mobilized Plane
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    Chapter 13 A Multi-Phase-Field Anisotropic Damage-Plasticity Model for Crystalline Rocks
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    Chapter 14 Simulation of the Undrained Behavior of Particulate Assemblies Subjected to Continuous Rotation of Lode Angle
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    Chapter 15 On Effective Stress and Effective Stress Equation
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    Chapter 16 Hypoplastic Simulation of Axisymmetric Interface Shear Tests in Granular Media
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    Chapter 17 A Cam-Clay-Based Fractional Plasticity Model for Granular Soil
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    Chapter 18 Modelling Root-reinforced Soils with Nor-Sand
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    Chapter 19 Experience of Parameter Optimization of the High-Cycle Accumulation Model for Undrained Triaxial Tests on Sand
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    Chapter 20 Hardening Soil Model - Influence of Plasticity Index on Unloading - Reloading Modulus
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    Chapter 21 A Visco-Hypoplastic Constitutive Model and Its Implementation
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    Chapter 22 Advance in the Constitutive Modelling for Frozen Soils
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    Chapter 23 Towards a Better Understanding of the Mechanics of Soil Liquefaction
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    Chapter 24 UH Model for Granular Soils
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    Chapter 25 An Optimization-Based Parameter Identification Tool for Geotechnical Engineering
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    Chapter 26 Constitutive Model for Soaking-Induced Volume Change of Unsaturated Compacted Expansive Soil
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    Chapter 27 Linking Microstructural Behavior with Macrostructural Observations on Unsaturated Porous Media
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    Chapter 28 The Effect of Particle Shape Polydispersity on Deformability of Granular Materials
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    Chapter 29 Grain Learning: Bayesian Calibration of DEM Models and Validation Against Elastic Wave Propagation
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    Chapter 30 An Analytical Study of the Bi-rock System Considering Interface Effect
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    Chapter 31 Natural State Parameter for Sand
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    Chapter 32 Micro-structure Evolution in Layered Granular Materials During Biaxial Compression
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    Chapter 33 Dilatancy Phenomenon Study in Remolded Clays – A Micro-Macro Investigation
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    Chapter 34 DEM Simulation of Wave Propagation in Anisotropic Granular Soil
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    Chapter 35 On Collapse of 2D Granular Columns: A Grain-Scale Investigation
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    Chapter 36 DEM Simulation of the Behavior of Rockfill Sheared with Different Intermediate Principle Stress Ratios
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    Chapter 37 DEM Simulation of Sand Liquefaction Under Partially Drained Conditions
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    Chapter 38 A Hard-Sphere Model for Wet Granular Dynamics
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    Chapter 39 Distinct Element Modelling of Constant Stress Ratio Compression Tests on Pore-Filling Type Methane Hydrate Bearing Sediments
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    Chapter 40 Investigating the Mechanical Behavior of Pore-Filling Type Methane Hydrate Bearing Sediments by the Discrete Element Method
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    Chapter 41 A New Bottom-Up Strategy for Multiscale Studying of Clay Under High Stress
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    Chapter 42 Evaluation of Grain Shape Parameters of Fujian Standard Sand
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    Chapter 43 DEM Simulation of Oedometer Tests with Grain Crushing Effects
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    Chapter 44 Mechanical Behaviour of Meso-Scale Structure at Critical State for Granular Soils
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    Chapter 45 Calibrating the Strength Ratio and the Failure Envelope for DEM Modeling of Quasi-Brittle Materials
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    Chapter 46 Investigation on Stress-Fabric Relation for Anisotropic Granular Material
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    Chapter 47 Micromechanical Analysis of the At-Rest Lateral Pressure Coefficient of Granular Materials
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    Chapter 48 Shear Modulus Degradation and Its Association with Internal Damage in Cemented Granular Material
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    Chapter 49 Induced Crack Network Evolution in Geomaterials: µct Examination and Mathematical Morphology Based Analysis
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    Chapter 50 Kinematic Nature of Sand Strength
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    Chapter 51 Shortcomings of Existing Scan Line Void Fabric Tensors
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    Chapter 52 DEM Simulation of Coarse-Grained Soil in Slip Zone
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    Chapter 53 Discrete Element Experiment and Simulation
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    Chapter 54 Analytical Data Based Time-Dependent Mechanical Responses of an Intergranular Bond Considering Various Bond Sizes
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    Chapter 55 Visualization of Geogrid Reinforcing Effects Under Plane Strain Conditions Using DEM
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    Chapter 56 DEM Investigation of Fracture Characteristic of Calcareous Sand Particles Under Dynamic Compression
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    Chapter 57 Validation of Synthetic Images for Contact Fabric Generated by DEM
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    Chapter 58 Particle-Scale Observations of the Pressure Dip Under the Sand Pile
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    Chapter 59 Experimental Study on Clay Pore Microstructure Based on SEM and IPP
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    Chapter 60 Investigating the Effect of Intermediate Principal Stress on Granular Materials via DEM
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    Chapter 61 DEM Analysis of Cone Penetration Test in Sand
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    Chapter 62 DEM Investigation of Particle Crushing Effects on Static and Dynamic Penetration Tests
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    Chapter 63 Simulation of One-Dimensional Compression of Sand Considering Irregular Grain Shapes and Grain Breakage
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    Chapter 64 Size Effects in Cone Penetration Tests in Sand
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    Chapter 65 SPH-FDM Boundary Method for the Heat Conduction of Geotechnical Materials Considering Phase Transition
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    Chapter 66 MPM Simulations of the Impact of Fast Landslides on Retaining Dams
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    Chapter 67 Extensions to the Limit Equilibrium and Limit Analysis in Geomechanics
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    Chapter 68 Extrusion Flow Modelling of Concentrated Mineral Suspensions
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    Chapter 69 Enriched Galerkin Finite Element Method for Locally Mass Conservative Simulation of Coupled Hydromechanical Problems
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    Chapter 70 Influence of Individual Strut Failure on Performance of Deep Excavation in Soft Soil
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    Chapter 71 Implementation of Advanced Constitutive Models for the Prediction of Surface Subsidence After Underground Mineral Extraction
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    Chapter 72 Effect of Travelling Waves on Tunnels in Soft Soil
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    Chapter 73 Numerical Simulation of a Post-grouted Anchor and Validation with In-Situ Measurements
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    Chapter 74 Numerical Analysis of Monopile Behavior Under Short-Term Cyclic Loading
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    Chapter 75 An Improved Beam-Spring Model for Excavation Support
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    Chapter 76 Numerical Modelling of a Monopile for Estimating the Natural Frequency of an Offshore Wind Turbine
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    Chapter 77 Modelling of Deep Excavation Collapse Using Hypoplastic Model for Soft Clays
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    Chapter 78 Simulation of Caisson Foundation in Sand Using a Critical State Based Soil Model
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    Chapter 79 Analytical Solution for the Transient Response of Cylindrical Cavity in Unsaturated Porous Medium
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    Chapter 80 Seepage and Deformation Analyses in Unsaturated Soils Using ANSYS
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    Chapter 81 Implicit and Explicit Integration Schemes of a Double Structure Hydro-Mechanical Coupling Model for Unsaturated Expansive Clays
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    Chapter 82 Influence of Different Soil Constitutive Models on SSI Effect on a Liquefiable Site
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    Chapter 83 Performance of Composite Buttress and Cross Walls to Control Deformations Induced by Excavation
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    Chapter 84 Study on the Envelope of Stress Path During Deep Excavation
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    Chapter 85 New Bond Model in Disk-Based DDA for Rock Failure Simulation
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    Chapter 86 On the Pseudo-Coupled Winkler Spring Approach for Soil-Mat Foundation Interaction Analysis
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    Chapter 87 Numerical Analysis of Soil Ploughing Using the Particle Finite Element Method
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    Chapter 88 Numerical Analyses with an Equivalent Continuum Constitutive Model for Reinforced Soils with Angled Bar Components
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    Chapter 89 A GPU-Accelerated Three-Dimensional SPH Solver for Geotechnical Applications
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    Chapter 90 Numerical Analysis of Three Adjacent Horseshoe Galleries Subjected to Seismic Load
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    Chapter 91 Dynamic Analysis by Lattice Element Method Simulation
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    Chapter 92 Numerical Simulation of Plane Wave Propagation in a Semi-infinite Media with a Linear Hardening Plastic Constitutive Model
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    Chapter 93 Construction Simulation and Sensitivity Analysis of Underground Caverns in Fault Region
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    Chapter 94 A Stress Correction Algorithm for a Simple Hypoplastic Model
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    Chapter 95 Experimental and Numerical Study of the Mechanical Properties of Granite After High Temperature Exposure
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    Chapter 96 Conformable Derivative Modeling of Pressure Behavior for Transport in Porous Media
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    Chapter 97 Boundary Element Analysis of Geomechanical Problems
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    Chapter 98 Numerical Simulation of the Bearing Capacity of a Quadrate Footing on Landfill
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    Chapter 99 How Spatial Variability of Initial Porosity and Fines Content Affects Internal Erosion in Soils
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    Chapter 100 CFD Analysis of Free-Fall Ball Penetrometer in Clay
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    Chapter 101 Multiscale Modeling of Large Deformation in Geomechanics: A Coupled MPM-DEM Approach
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    Chapter 102 Effect of Principal Stress Rotation on the Wave-Induced Seabed Response Around a Submerged Breakwater
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    Chapter 103 Numerical Analysis of Spudcan-Footprint Interaction Using Coupled Eulerian-Lagrangian Approach
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    Chapter 104 Upper Bound Solution for Ultimate Bearing Capacity of Suction Caisson Foundation Based on Hill Failure Mode
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    Chapter 105 Soil Liquefaction Tests in the ISMGEO Geotechnical Centrifuge
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    Chapter 106 ISMGEO Large Triaxial Apparatus
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    Chapter 107 Experimental Study on Static Liquefaction of Carbon Fiber Reinforced Loose Sand
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    Chapter 108 Experimental Study on Effect of Temperature and Humidity on Uniaxial Mechanical Properties of Silty-Mudstone
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    Chapter 109 On Shear Strength of Stabilized Dredged Soil from İzmir Bay
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    Chapter 110 Instrument for Wetting-Drying Cycles of Expansive Soil Under Loads
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    Chapter 111 Liquefaction of Firoozkuh Sand Under Volumetric-Shear Coupled Strain Paths
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    Chapter 112 Shear Strength of Tailings with Different Void Ratios
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    Chapter 113 Dynamic Behaviour of Wenchuan Sand with Nonplastic Fines
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    Chapter 114 Effects of Induced Anisotropies on Strength and Deformation Characteristics of Remolded Loess
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    Chapter 115 Experimental Analysis of Over-Consolidation in Subsoil in Bratislava, Slovakia
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    Chapter 116 Study on the Influence of Moisture Content on Mechanical Properties of Intact Loess in Qinghai, China
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    Chapter 117 Undrained Shear Behaviour of Gassy Clay with Varying Initial Pore Water Pressures
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    Chapter 118 Creep of Reconstituted Silty Clay with Different Pre-loading
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    Chapter 119 Experimental Study on the Influence of Gravel Content on the Tensile Strength of Gravelly Soil
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    Chapter 120 Direct Simple Shear Tests on Swedish Tailings
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    Chapter 121 Concrete-Sand Interface in Direct Shear Tests
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    Chapter 122 Improvement of Unconfined Compressive Strength of Soft Clay by Grouting Gel and Silica Fume
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    Chapter 123 Shear Modulus and Damping Ratio of Coarse Fused Quartz
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    Chapter 124 Field and Laboratory Investigation on Non-linear Small Strain Shear Stiffness of Shanghai Clay
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    Chapter 125 Introducing a New Test System for the Rock-Machine Interaction
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    Chapter 126 A Parallel Comparison of Small-Strain Shear Modulus in Bender Element and Resonant Column Tests
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    Chapter 127 Big Data and Large Volume (BDLV)-Based Nanoindentation Characterization of Shales
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    Chapter 128 Development of a Large Temperature-Controlled Triaxial Device for Rockfill Materials
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    Chapter 129 Experimental Study of Small Strain Stiffness of Unsaturated Silty Clay
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    Chapter 130 Effects of Soil Fabric on Volume Change Behaviour of Clay Under Cyclic Heating and Cooling
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    Chapter 131 Comparing Water Contents of Organic Soil Determined on the Basis of Different Oven-Drying Temperatures
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    Chapter 132 Planar Granular Column Collapse: A Novel Releasing Mechanism
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    Chapter 133 Effect of Non-plastic Fines on Cyclic Shear Strength of Sand Under an Initial Static Shear Stress
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    Chapter 134 Shear Band Between Steel and Carbonate Sand Under Monotonic and Cyclic Loading
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    Chapter 135 Comparative Study on the Compressibility and Shear Parameters of a Clayey Soil
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    Chapter 136 Digital Image Measurement System for Soil Specimens in Triaxial Tests
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    Chapter 137 Open Science Interface Shear Device
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    Chapter 138 Effect of Soil Characteristics on Shear Strength of Sands
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    Chapter 139 Mechanical Behaviors of GRPS Track-Bed with Changing Water Levels and Loading Cycles
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    Chapter 140 Analysing the Permanent Deformation of Cohesive Subsoil Subject to Long Term Cyclic Train Loading
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    Chapter 141 Dynamic Tensile Failure of Rocks Under Triaxial Stress State
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    Chapter 142 Experimental Study of Dynamic Shear Module and Damping Ratio of Intact Loess from Xining, China
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    Chapter 143 True Triaxial Tests on Natural Shanghai Clay
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    Chapter 144 Study on Strength of Expanded Polystyrene Concrete Based on Orthogonal Test
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    Chapter 145 An Investigation on the Effects of Rainwater Infiltration in Granular Unsaturated Soils Through Small-Scale Laboratory Experiments
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    Chapter 146 Adaptive Strength Criterion of Sandy Gravel Material Based on Large-Scale True Triaxial Tests
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    Chapter 147 Validation of In-Situ Probes by Calibration Chamber Tests
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    Chapter 148 Cyclic Tests with a New Pressuremeter Apparatus
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    Chapter 149 A New in Situ Measurement Technique for Monitoring the Efficiency of Expansive Polyurethane Resin Injection Under Shallow Foundations on Clayey Soils
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    Chapter 150 Monitoring and Early Warning System in Earth Management - Based on Self-organized Fusion Sensor Networks
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    Chapter 151 Monitoring the Foundation Soil of an Existing Levee Using Distributed Temperature Fiber Optic Sensors
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    Chapter 152 Development of IoT Sensing Modulus for Surficial Slope Failures
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    Chapter 153 Evaluation of Free Swelling of Expansive Soil Using Four-Electrode Resistivity Cone
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    Chapter 154 Evaluation of the Variation of Deformation Parameters Before and After Pile Driving Using SCPTU Data
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    Chapter 155 Development of an FBG-Sensed Miniature Pressure Transducer and Its Applications to Geotechnical Centrifuge Modelling
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    Chapter 156 Evaluation of Engineering Characteristics of South China Sea Sedimentary Soil in Sanya New Airport Based on CPTU Data
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    Chapter 157 Simplified Vibration Control Technique of Monitoring Devices in Operating Tunnels
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    Chapter 158 Optimization of Location of Robotic Total Station in Tunnel Deformation Monitoring
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    Chapter 159 Life-Cycle Analysis of Foundation Structures Using Sensor-Based Observation Methods
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    Chapter 160 From Mobile Measurements to Permanent Integrity Control: New Geotechnical Monitoring Instruments for Leakage Detection and Localization
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    Chapter 161 Visual and Quantitative Investigation of the Settlement Behavior of an Embankment Using Aerial Images Under Large-Size Field Loading
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    Chapter 162 Real-Time Monitoring of Large-Diameter Caissons
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    Chapter 163 Influences on CPT-Results in a Small Volume Calibration Chamber
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    Chapter 164 Estimation of Relative Density in Calcareous Sands Using the Karlsruhe Interpretation Method
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    Chapter 165 Investigation on Precursor Information of Granite Failure Through Acoustic Emission
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    Chapter 166 An Internet Based Intelligent System for Early Concrete Curing in Underground Structures
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    Chapter 167 Application of Multivariate Data-Based Model in Early Warning of Landslides
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    Chapter 168 Establishment of a Health Monitoring Assessment System for Hong-Gu Tunnel in China
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    Chapter 169 Monitoring a Flexible Barrier Under the Impact of Large Boulder and Granular Flow Using Conventional and Optical Fibre Sensors
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    Chapter 170 Quantifying Fiber-Optic Cable–Soil Interfacial Behavior Toward Distributed Monitoring of Land Subsidence
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    Chapter 171 Monitoring the Horizontal Displacement by Soil-Cement Columns Installation
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    Chapter 172 Long-Term Field Monitoring of Additional Strain of Vertical Shaft Linings in East China
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    Chapter 173 Sacrificial Anode Protection for Electrodes in Electrokinetic Treatment of Soils
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    Chapter 174 The Effects of Colemanite and Ulexite Additives on the Geotechnical Index Properties of Bentonite and Sand-Bentonite Mixtures
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    Chapter 175 Strength Development of Lateritic Soil Stabilized by Local Nanostructured Ashes
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    Chapter 176 Laboratory Carbonation Model of Single Soil-MgO Mixing Column in Soft Ground
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    Chapter 177 Enhancing the Strength Characteristics of Expansive Soil Using Bagasse Fibre
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    Chapter 178 Engineering Properties and Microstructure Feature of Dispersive Clay Modified by Fly Ash
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    Chapter 179 Effect of Strain Rate on Interface Friction Angle Between Sand and Alkali Activated Binder Treated Jute
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    Chapter 180 Enhancement of Mechanical Properties of Expansive Clayey Soil Using Steel Slag
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    Chapter 181 Breakage Effect of Soft Rock Blocks in Soil-Rock Mixture with Different Block Proportions
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    Chapter 182 Comparative Experimental Study on Solar Electro-Osmosis and Conventional Electro-Osmosis
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    Chapter 183 Stress-Dilatancy Relationship for Fiber-Reinforced Soil
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    Chapter 184 Improvement of Soft Soils Using Bio-Cemented Sand Columns
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    Chapter 185 Stabilization of Expansive Black Cotton Soils with Alkali Activated Binders
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    Chapter 186 Formation of Biomineralized Calcium Carbonate Precipitation and Its Potential to Strengthen Loose Sandy Soils
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    Chapter 187 Experimental Study on Calcium Carbonate Precipitates Induced by Bacillus Megaterium
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    Chapter 188 Effect of Fly Ash on Swell Behaviour of a Very Highly Plastic Clay
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    Chapter 189 Analysis of Pore Size Distributions of Nonwoven Geotextiles Subjected to Unequal Biaxial Tensile Strains
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    Chapter 190 Effect of Fine Particles on Cement Treated Sand
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    Chapter 191 A Geochemical Model for Analyzing the Mechanism of Stabilized Soil Incorporating Natural Pozzolan, Cement and Lime
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    Chapter 192 Compaction Characteristics and Shrinkage Properties of Fibre Reinforced London Clay
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    Chapter 193 Flow Behavior of Clays Amended by Superhydrophobic Additives
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    Chapter 194 Mechanical and Thermal Behaviour of Cemented Soil with the Addition of Ionic Soil Stabilizer
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    Chapter 195 Experimental Study on the Relation Between EDTA Consumption and Cement Content of Cement Mixing Pile
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Title
Proceedings of China-Europe Conference on Geotechnical Engineering
Published by
Springer International Publishing, January 2018
DOI 10.1007/978-3-319-97112-4
ISBNs
978-3-31-997111-7, 978-3-31-997112-4
Editors

Wei Wu, Hai-Sui Yu

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Geographical breakdown

Country Count As %
Unknown 58 100%

Demographic breakdown

Readers by professional status Count As %
Student > Ph. D. Student 21 36%
Student > Master 12 21%
Researcher 5 9%
Student > Doctoral Student 4 7%
Student > Bachelor 2 3%
Other 1 2%
Unknown 13 22%
Readers by discipline Count As %
Engineering 37 64%
Environmental Science 3 5%
Chemical Engineering 1 2%
Materials Science 1 2%
Business, Management and Accounting 1 2%
Other 0 0%
Unknown 15 26%