文章名稱引用次數

• Three-dimensional numerical study on the failure characteristics of intermittent fissures under compressive-shear loads37
• Hydromechanical behavior of unsaturated soil with different initial densities over a wide suction range29
• Influence of initial state and intermediate principal stress on undrained behavior of soft clay during pure principal stress rotation24
• Particle breakage and energy dissipation of carbonate sands under quasi-static and dynamic compression23
• Bonded-particle model-based simulation of artificial rock subjected to cyclic loading22
• Identifying parameters of advanced soil models using an enhanced transitional Markov chain Monte Carlo method18
• Effect of particle size distribution on the bio-cementation of coarse aggregates17
• Suffusion-induced deformation and microstructural change of granular soils: a coupled CFD-DEM study17
• Effects of particle sphericity and initial fabric on the shearing behavior of soil-rough structural interface15
• Fabric evolution of granular materials along imposed stress paths15