| Three-dimensional numerical study on the failure characteristics of intermittent fissures under compressive-shear loads |
37 |
| Hydromechanical behavior of unsaturated soil with different initial densities over a wide suction range |
29 |
| Influence of initial state and intermediate principal stress on undrained behavior of soft clay during pure principal stress rotation |
24 |
| Particle breakage and energy dissipation of carbonate sands under quasi-static and dynamic compression |
23 |
| Bonded-particle model-based simulation of artificial rock subjected to cyclic loading |
22 |
| Identifying parameters of advanced soil models using an enhanced transitional Markov chain Monte Carlo method |
18 |
| Effect of particle size distribution on the bio-cementation of coarse aggregates |
17 |
| Suffusion-induced deformation and microstructural change of granular soils: a coupled CFD-DEM study |
17 |
| Effects of particle sphericity and initial fabric on the shearing behavior of soil-rough structural interface |
15 |
| Fabric evolution of granular materials along imposed stress paths |
15 |
| Reconstructing granular particles from X-ray computed tomography using the TWS machine learning tool and the level set method |
14 |
| Soil bio-cementation using a new one-phase low-pH injection method |
14 |
| A fabric-based sand plasticity model with reversal surfaces within anisotropic critical state theory |
13 |
| Study of the effect of temperature on microbially induced carbonate precipitation |
13 |
| Cell-free soil bio-cementation with strength, dilatancy and fabric characterization |
13 |
| Experimental investigation of microstructural changes in soils eroded by suffusion using X-ray tomography |
13 |
| Continuum hydrodynamics of dry granular flows employing multiplicative elastoplasticity |
13 |
| Modeling coupled erosion and filtration of fine particles in granular media |
13 |
| DEM investigation of installation responses of jacked open-ended piles |
13 |
| The critical state friction angle of granular materials: does it depend on grading? |
13 |
| Monotonic and cyclic tests on kaolin: a database for the development, calibration and verification of constitutive models for cohesive soils with focus to cyclic loading |
12 |
| An ISA-plasticity-based model for viscous and non-viscous clays |
12 |
| Shear strength behavior and parameters of microbial gellan gum-treated soils: from sand to clay |
12 |
| Effects of the micro-structure and micro-parameters on the mechanical behaviour of transversely isotropic rock in Brazilian tests |
12 |
| A 2D coupled hydro-thermal model for the combined finite-discrete element method |
11 |
| Propagation and coalescence of quasi-static cracks in Brazilian disks: an insight from a phase field model |
11 |
| Cyclic degradation and non-coaxiality of soft clay subjected to pure rotation of principal stress directions |
11 |
| Mechanical behaviour of biocemented sands at various treatment levels and relative densities |
11 |
| Soil wettability in ground engineering: fundamentals, methods, and applications |
10 |
| Physical model test of transparent soil on coupling effect of cut-off wall and pumping wells during foundation pit dewatering |
10 |
| Coupled flow network and discrete element modeling of injection-induced crack propagation and coalescence in brittle rock |
10 |
| Undrained expansion of a cylindrical cavity in clays with fabric anisotropy: theoretical solution |
10 |
| Effects of initial static shear on cyclic resistance and pore pressure generation of saturated sand |
10 |
| Three-dimensional DEM modeling of the stress-strain behavior for the gap-graded soils subjected to internal erosion |
10 |
| LOQUAT: an open-source GPU-accelerated SPH solver for geotechnical modeling |
10 |
| Tensile strength of large-scale incipient rock joints: a laboratory investigation |
9 |
| Estimation of unsaturated shear strength from soil-water characteristic curve |
9 |
| Multiscale modeling and analysis of compaction bands in high-porosity sandstones |
9 |
| Effectiveness of deep cement mixing walls with top-down construction for deep excavations in soft clay: case study and 3D simulation |
8 |
| Microbially induced calcite precipitation along a circular flow channel under a constant flow condition |
8 |
| Role of particle crushing on particle kinematics and shear banding in granular materials |
8 |
| Dilative behavior of kaolinite under drained creep condition |
8 |
| Investigation of the effect of specific interfacial area on strength of unsaturated granular materials by X-ray tomography |
8 |
| Experiments on failure process of new rock-like specimens with two internal cracks under biaxial loading and the 3-D simulation |
8 |
| Investigation of the integrated retaining system to limit deformations induced by deep excavation |
8 |
| Laboratory evaluation of buried high-density polyethylene pipes subjected to localized ground subsidence |
7 |
| Axial load tests and numerical modeling of single-helix piles in cohesive and cohesionless soils |
7 |
| XFEM-based cohesive zone approach for modeling near-wellbore hydraulic fracture complexity |
7 |
| Suffusion evaluation of coarse-graded soils from Rhine dikes |
7 |
| Modeling of chemo-hydromechanical behavior of unsaturated porous media: a nonlocal approach based on integral equations |
7 |
