Mathematical and Numerical Modeling in Geotechnical Engineering by Ga Zhang, Pengcheng Fu, and Fayun Liang
Contents of Mathematical and Numerical Modeling in Geotechnical Engineering
- Mathematical and Numerical Modeling in Geotechnical Engineering
- Application of Taguchi Method and Genetic Algorithm for Calibration of Soil Constitutive Models
- Steering Parameters for Rock Grouting
- Strength Theory Model of Unsaturated Soils with Suction Stress Concept Elastoplastical Analysis of the Interface between Clay and Concrete Incorporating the Effect of the
- Normal Stress History Analytical Analysis and Field Test Investigation of Consolidation for CCSG Pile
- Composite Foundation in Soft Clay Fracture Analysis of Brittle Materials Based on Nonlinear FEM and Application in Arch Dam with Fractures
- Comparison between Duncan and Chang’s EB Model and the Generalized Plasticity Model in the
- Analysis of a High Earth-Rockfill Dam,
- Extended “Mononobe-Okabe”Method for Seismic Design of Retaining Walls DEM Simulation of Biaxial Compression Experiments of Inherently Anisotropic Granular Materials and the Boundary
- Effects Comparative Study on Interface Elements, Thin-Layer Elements, and Contact Analysis Methods in the Analysis of High Concrete-Faced Rockfill Dams Numerical Simulation and Optimization of Hole Spacing for Cement Grouting in Rocks
- Exact Stiffness for Beams on Kerr-Type Foundation: The Virtual Force Approach
- Three-Dimensional Modeling of Spatial Reinforcement of Soil Nails in a Field Slope under Surcharge Loads
- Analytical Solutions of Spherical Cavity Expansion Near a Slope due to Pile Installation
- Application of D-CRD M Method in Columnar Jointed Basalts Failure Analysis
- Micromechanical Formulation of the Yield Surface in the Plasticity of Granular Materials,
- A Unified Elastoplastic Model of Unsaturated Soils Considering Capillary Hysteresis
- Pile-Reinforcement Behavior of Cohesive Soil Slopes: Numerical Modeling and Centrifuge Testing,
- Boundary Value Problem for Analysis of Portal Double-Row Stabilizing Piles
- Simplified Boundary Element Method for Kinematic Response of Single Piles in Two-Layer Soi
- Theoretical Analysis and Experimental Study of Subgrade Moisture Variation and Underground
- Anti drainage Technique under Groundwater Fluctuations
- Long wall Mining Stability in Take-Off Phase
- A Model of Anisotropic Property of Seepage and Stress for Jointed Rock Mass
- Temperature and Pressure Dependence of the Effective Thermal Conductivity of Geomaterials:
- Numerical Investigation by the Immersed Interface Method,
- A Mathematical Approach to Establishing Constitutive Models for Geomaterials
- Bending Moment Calculations for Piles Based on the Finite Element Method
