http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
selected papers from the proceedings of the 2014 Geoshanghai International Congress, May 26-28, 2014, Shanghai, China
GeoShanghai International Conference (2014 : Shanghai, China)
1 online resource (785 pages) : illustrations (some color).
Expansive Soil Crack Depth under Cumulative Damage -- Swell and Compressibility of Sand-Expansive Clay Mixtures -- Swelling Potential Prediction of Expansive Soils Using Blue Methylene Value -- Undrained Behavior of Desaturated Sand under Static Loading -- Study on the Swelling Mechanism and Characteristics of Bentonite -- Preliminary Study of Pore Water Salinity Effects on the Swelling Behavior of Ca-Bentonite -- Experimental Research on Unsaturated Soils Shear Strength Theory -- Triaxial Shear Behavior of Cemented Sand-Gravel Mixtures -- Interfacial Micro-Mechanical Behavior of Discrete Fiber-Reinforced Soil -- Swell-Shrinking Deformation of Fissured Lateritic Soil in Wetting-Drying -- Mutual Interaction between Cyclic Swelling-Shrinkage and Structure of Clays -- Experiment on the Consolidation Property of Dredger Soft Soil under Different Moisture Contents in Tianjin -- Hydraulic and Mechanical Behaviour of GMZ Ca-Bentonite -- Testing Study on Impact of Different Saturated Solutions to Water-Soil Chemistry Interaction -- One-Dimensional Consolidation of Unsaturated Soil Deposit with Various Initial Conditions -- Study on the Fissures Evolution of Expansive Soil under Different Initial Water Content -- Physical States and Strength Parameters of Low-Compacted Garden Hill Fill in Shanghai -- Effect Study of the Hydraulic Gradient and the Vertical Load on the Collapse Potential of Soils -- Mechanism Study and Model Tests on Soft Clay Cracking.
Comparison of 1-D, 2-D, and 3-D Water Migration Study in Expansive Soils -- Challenges in Water Migration Modeling for Expansive Soils -- Analysis of Change Rule of Moisture Content for Soil-Slope under Rainfall Infiltration -- Utilization of Industrial Waste Products in the Stabilization of Montmorillonite-Rich Expansive Soil -- Effect of Temperature and Water Content on Creep Behavior of Anchor in Ice-Rich Silt -- Direct Shear Strength of Soil and Theoretical Modification under Different Preconsolidation Pressures -- Strength Recovery of Landslide Soils from the Residual State of Shear -- Meso-Direct-Shear Test of Sands Based on the Digital Image Method -- Creeping Displacement Behavior of Clayey Soils in A New Creep Test Apparatus -- Surface Fractal Dimension of Bentonite from Nitrogen Adsorption -- Slow Shearing Rates' Effect on Residual Strength of Landslide Soils -- Research on Static and Dynamic Characteristics of Aeolian Sand in Keerqin Desert Area -- Characterization of Internal Structures in Triaxial Sand Specimens at the Microscopic Scale Level -- Mechanical Behaviour of Waste Oil-Lime Additive Mixtures on Granitic Residual Soil -- Comparisons of One-Dimensional Consolidation Characteristics of Clays by Using Two Different Specimen Sizes -- Strain-Rate Dependency of Shear Strength for a Highly Overconsolidated Clay -- Experimental Identification of Plastic Shakedown Behaviors of Saturated Clay Subjected to Traffic Loading -- Geological and Mechanical Properties of Shallow Gassy Shell Sand in Cangnan.
Experimental Study on Time-Dependent Properties of Soft Soil under Unloading -- Preliminary Study on Small-Strain Triaxial Testing Method for Soft Shanghai Clays -- Experimental Study on the Influence of Foundation Pit Dewatering on Shear Strength and Deformation of Pit Bottom Soil in Soft Soil Area -- On the Fluid Retention Properties of Shales -- Effect of Intermediate Principal Stress on the Mechanical Behavior of Angular Sand -- Development of a New High-Suction Tensiometer -- Experimental Study on the Influenced Mechanical Parameters of Shear Strength of Unsaturated Clay Slope -- Development and Evaluation of a Thermo-TDR Probe -- Micro and Macro Modeling of Ground Depression Due to Internal Erosion -- DEM Simulation of Shearing Rockfills along Different Stress Paths -- Micro-Mechanism of the Intermediate Principal Stress Effect on the Strength of Granular Materials -- Micro-Scale Modelling of the Breakage Mechanism of Structured Soils -- Numerical Simulation Based on Actual Mesostructures of Soil Stabilized by Cement Mortar -- Modeling the Microstructure Random Fields of Soft Soil in the South of China -- Multi-Scale Modeling of Enhanced Dissolution and Deformation of Geomaterials : A Discrete Element Approach -- Multi-Scale Approach for Modeling Desiccation Shrinkage in Granular Soils.
Numerical Studies on Filter of Piping in Broadly Graded Cohesionless Soils -- Multi-Phase Mechanics of the Interaction between the Soil, Water, and Coastal Structure during the Tsunami Disaster -- The Model Test and SPH Simulations for Slope and Levee Failure under Heavy Rainfall Considering the Coupling of Soil, Water and Air -- Numerical Study on the Elasto-Plastic Behavior of Sand -- Study on Soil Arching in the Cushion of Composite Foundation -- Verification of Gotvand Dam Load-Deformation Analysis with Instrumental Monitoring Results -- A Soil Model Considering Principal Stress Rotations -- Numerical Simulation of Static Liquefaction of Loose Sand -- Nonlinear Dilatancy Model and Its Matrix [D] of Rockfill Materials -- Numerical Modeling of Strain-Softening Response in Triaxial Testing of Silty Sand using FLAC2D -- Slope Stability Analysis for Filled Slopes Using Finite Element Limit Analysis Method -- FEM Simulation of Progressive Failure for Dense Sandy Foundation -- Analytical Study of Dolomite Sinkholes in Centurion, South Africa -- Application of Shear Keys to Improve the Slope Stability of Earth Dams on Weak Alluvial Foundations -- Coupled Approach to Assess Caprock Deformation Caused by CO2 Injection -- From Compression Behavior to Plastic Anisotropy of Reconstituted Soft Soils.
Numerical Study of High Pressure Injection in Unconsolidated Reservoirs -- Sea Channel Consolidation Settlement Analysis of a Land Reclamation Project -- Finite Element Analysis of Hydro-Mechanical Coupling Effects on Shear Failures of Fully Saturated Collapsible Geomaterials -- Dam Breaching Models and Soil Mechanics Analysis -- Numerical Simulation of the Evolution of Pore Characteristics in Biaxial Compression -- Alteration of the Permeability Coefficient by Back Analysis of the Dewatering Pumping Data -- Slope Stability Analysis of Zoned Earth Dam with RCC Overtopping Protection -- Thermal-Hydro-Mechanical Modeling of Frost Action in Frost-Susceptible Soils -- Numerical Research on the Deformation Characteristics of a Reservoir Landslide -- Wave-Induced Response of Submarine Pipeline Embedded in Porous Seabed -- Study on Implementation Algorithm for Simulation the Softening with Strain Localization in Plane Strain Compression Behavior of Sand -- Effect of Raker Piles in Lateral Load Capacity of Laterally Loaded Pile Group.
sponsored by the Geo-Institute of the American Society of Civil Engineers ; edited by, Xiong Zhang, Ph. D., P.E., Jian Chu, Ph. D, P.E., Rifat Bulut, Ph. D., P.E.
Reston, Virginia : The American Society of Civil Engineers, [2014]