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Experimental and Numerical Investigations of Undrained Stress Relaxation Behavior Considering Freeze-Thaw-Drying-Wetting Effects
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Outgoing claims: the papers this work cites, builds on, or argues with.
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Determination of Rheological Properties of Clayey Soils by the Relaxation Method
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Creep behavior of soft clay subjected to artificial freeze–thaw from multiple-scale perspectives
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Pore-water pressure development in a frozen saline clay under isotropic loading and undrained shearing
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Compression behaviors of a freeze–thaw impacted clay under saturated and unsaturated conditions
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An experiment study on stress relaxation of unsaturated lime-treated expansive clay
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A particle method for history-dependent materials
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Volume changes and mechanical degradation of a compacted expansive soil under freeze-thaw cycles
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Evolution of soil-water and shrinkage characteristics of an expansive clay during freeze-thaw and drying-wetting cycles
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Coupling of soil deformation and pore fluid flow using material point method
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Two-phase Material Point Method applied to the study of cone penetration
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DEM study on the effect of particle breakage on the macro- and micro-behavior of rockfill sheared along different stress paths
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Predicting the performance of embankments on PVD-improved subsoils
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DEM study on the macro- and micro-responses of granular materials subjected to creep and stress relaxation
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Investigation of a fractional derivative creep model of clay and its numerical implementation
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DEM study of creep and stress relaxation behaviors of dense sand
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Hydro-mechanical behaviour of soils during water-soil gushing in shield tunnels using MPM
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Mechanisms of crack development and strength deterioration in compacted expansive soils under controlled wetting-drying conditions
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Two and three-dimensional numerical analysis of the progressive failure that occurred in an excavation-induced landslide
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Investigation of a shallow slope failure on expansive clay in Texas
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Influences of temperature and moisture histories on the hydrostructural characteristics of a clay during desiccation
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Characterizing hydro-mechanical behaviours of compacted subgrade soils considering effects of freeze-thaw cycles
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Shear Strength and Pore-Water Pressure Characteristics during Constant Water Content Triaxial Tests
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Rate Dependency and Stress Relaxation of Unsaturated Clays
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Experimental Investigation on Loading-Relaxation Behaviors of Shear-Zone Soil
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Effects of Particle Crushing in Stress Drop-Relaxation Experiments on Crushed Coral Sand
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Experimental and Constitutive Modeling of Relaxation Behaviors of Three Clayey Soils
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Material Point Method for Coupled Hydromechanical Problems
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DEM Simulation of Creep in One-Dimensional Compression of Crushable Sand
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Time-Dependent Deformation Characteristics of Unsaturated Sand–Bentonite Mixture under Drying–Wetting Cycles
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Experimental Evaluation of Engineering Properties of GFRP Screw Anchors for Anchoring Applications
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Thermal Creep and Stress Relaxation of London Clay
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Hyperbolic Stress-Strain Response: Cohesive Soils
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Strain-Rate Dependent Stress--Strain Behavior of Undisturbed Hong Kong Marine Deposits under Oedometric and Triaxial Stress States
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Stress relaxation behavior in Virginia Beach sand
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Hydraulic conductivity of kaolinite-silt mixtures subjected to closed-system freezing and thaw consolidation
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Drucker-prager elastoplasticity for sand animation
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Multi-species simulation of porous sand and water mixtures
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Stress relaxation coefficient and formulation for soft soils
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The material point method for unsaturated soils
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Theoretical investigation of the time-dependent behaviour of rockfill
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Evolution of microstructure in compacted London Clay during wetting and loading
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Progressive failure of Aznalcóllar dam using the material point method
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Stiffness and shear strength of unsaturated soils in relation to soil-water characteristic curve
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Multiscale analysis of freeze–thaw effects induced by ground heat exchangers on permeability of silty clays
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Strength and Deformation Characteristics of Saturated Sand at Extremely Low Pressures
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The Generalized Interpolation Material Point Method
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Weakly compressible SPH for free surface flows
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