| Exploring the effects of particle shape and content of fines on the shear behavior of sand-fines mixtures via the DEM |
32 |
| Numerical investigation of the shear behavior of granite materials containing discontinuous joints by utilizing the flat-joint model |
29 |
| Enhancing discharge of spoil to mitigate disturbance induced by horizontal jet grouting in clayey soil: Theoretical model and application |
26 |
| Mechanical properties of brittle rock governed by micro-geometric heterogeneity |
24 |
| Reliability-based design for geotechnical engineering: An inverse FORM approach for practice |
23 |
| Internal stress distribution and cracking around flaws and openings of rock block under uniaxial compression: A particle mechanics approach |
23 |
| A fully coupled three-dimensional hydro-mechanical finite discrete element approach with real porous seepage for simulating 3D hydraulic fracturing |
23 |
| Nonlinear flow behavior through rough-walled rock fractures: The effect of contact area |
22 |
| Effect of shear-induced aperture evolution on fluid flow in rock fractures |
21 |
| Tunnel face stability in cohesion-frictional soils considering the soil arching effect by improved failure models |
20 |
| Face stability analysis of a shallow tunnel in the saturated and multilayered soils in short-term condition |
19 |
| Effect of soil variability on bearing capacity accounting for non-stationary characteristics of undrained shear strength |
19 |
| Study of hydraulic fracturing in an anisotropic poroelastic medium via a hybrid EDFM-XFEM approach |
18 |
| Investigation of geometric effects on three-dimensional tunnel deformation mechanisms due to basement excavation |
18 |
| Modelling hydro-mechanical reinforcements of plants to slope stability |
18 |
| Effects of in-situ stresses on the fracturing of rock by blasting |
18 |
| A simplified prediction method for evaluating tunnel displacement induced by laterally adjacent excavations |
17 |
| A numerical homogenization study of the elastic property of a soil-rock mixture using random mesostructure generation |
17 |
| Acceleration of a 2D/3D finite-discrete element code for geomechanical simulations using General Purpose GPU computing |
17 |
| The role of transgranular capability in grain-based modelling of crystalline rocks |
16 |
| Fractional elastoplastic constitutive model for soils based on a novel 3D fractional plastic flow rule |
15 |
| Investigating the scale-dependency of the geometrical and mechanical properties of a moderately jointed rock using a synthetic rock mass (SRM) approach |
15 |
| An analytical model for evaporation from unsaturated soil |
15 |
| Deterministic and reliability analysis of basal heave stability for excavation in spatial variable soils |
15 |
| Modeling of brittle rock failure considering inter- and intra-grain contact failures |
15 |
| Efficient method for probabilistic estimation of spatially varied hydraulic properties in a soil slope based on field responses: A Bayesian approach |
15 |
| A semi-resolved CFD-DEM model for seepage-induced fine particle migration in gap-graded soils |
15 |
| Prediction and classification for finite element slope stability analysis by random field comparison |
14 |
| Stability of unlined square tunnels in Hoek-Brown rock masses based on lower bound analysis |
14 |
| The bearing capacity and failure mechanism of a vertically loaded strip footing placed on the top of slopes |
14 |
| Stress transfer mechanisms and settlement of a floating pile due to adjacent multi-propped deep excavation in dry sand |
14 |
| Multiscale strength reduction method for heterogeneous slope using hierarchical FEM/DEM modeling |
14 |
| Influences of connectivity and conductivity on nonlinear flow behaviours through three-dimension discrete fracture networks |
14 |
| Parallel computing of three-dimensional discontinuous deformation analysis based on OpenMP |
14 |
| Including degree of capillary saturation into constitutive modelling of unsaturated soils |
13 |
| Hydro-mechanical modeling of hydraulic fracture propagation and its interactions with frictional natural fractures |
13 |
| Predicting the performance of embankments on PVD-improved subsoils |
13 |
| Effect of spatial variability on short- and long-term behaviour of axially-loaded cement-admixed marine clay column |
13 |
| Roles of model size and particle size distribution on macro-mechanical properties of Lac du Bonnet granite using flat-joint model |
13 |
| Unified hardening (UH) model for clays and sands |
13 |
| Evaluation of impact force of rock landslides acting on structures using discontinuous deformation analysis |
13 |
| Improvement of joint definition and determination in three-dimensional discontinuous deformation analysis |
13 |
| Behaviour of existing tunnel due to new tunnel construction below |
12 |
| Upper-bound solutions for the face stability of a non-circular NATM tunnel in clays with a linearly increasing undrained shear strength with depth |
12 |
| Development of new prediction model for capacity of combined pile-raft foundations |
12 |
| DEM analysis of the sand plug behavior during the installation process of open-ended pile |
12 |
| Model updating and uncertainty analysis for creep behavior of soft soil |
12 |
| A discrete numerical model involving partial fluid-solid coupling to describe suffusion effects in soils |
12 |
| Underground excavation behaviour in Bangkok using three-dimensional finite element method |
12 |
| Estimation of strut forces for braced excavation in granular soils from numerical analysis and case histories |
12 |
