- A simplified design method for energy piles
- Undrained bearing capacity of deeply embedded skirted spudcan foundations under combined loading in soft clay
- Strength evaluation of marine clay stabilized by cementitious binder
- One-Dimensional Transient Wave Propagation in a Dry Overlying Saturated Ground
- Centrifuge study of lattice legs effect on spudcan fixity under cyclic combined loading conditions
- A three-dimensional algorithm for estimating water-tightness of cement-treated ground with geometric imperfections
- A semi-theoretical method for holding capacity of dynamically installed anchors under inclined loading
- A large-deformation random finite-element study: failure mechanism and bearing capacity of spudcan in a spatially varying clayey seabed
- Zhang Wengang, Chen Xiang. Probabilistic Risk Assessment of unsaturated Slope Failure Considering Spatial Variability of Hydraulic Parameters
- Bayesian Approach for Predicting Soil-Water Characteristic Curve from Particle-Size Distribution Data
- Experimental study on permeability of shear bands in compacted clay
- Evolution of particle crushing of carbonate sands under cyclic triaxial stress path
- A Hollow Cylinder Radial-Seepage Apparatus for Evaluating Permeability of Sheared Compacted Clay
- Triaxial test on concrete material containing accelerators under physical sulphate attack
- Numerical study on the collapse behaviors of shallow tunnel faces under open-face excavation condition using mesh-free method