| A phase-field modeling approach of fracture propagation in poroelastic media |
71 |
| Geohazards in the three Gorges Reservoir Area, China Lessons learned from decades of research |
62 |
| Determination of Young's modulus of jet grouted coalcretes using an intelligent model |
33 |
| Distribution and characteristics of landslide in Loess Plateau: A case study in Shaanxi province |
31 |
| What we have learned from the 2008 Wenchuan Earthquake and its aftermath: A decade of research and challenges |
31 |
| On the tensile mechanical characteristics of fine-grained granite after heating/cooling treatments with different cooling rates |
31 |
| Simulating the failure process of the Xinmo landslide using discontinuous deformation analysis |
31 |
| A fluidized landslide occurred in the Loess Plateau: A study on loess landslide in South Jingyang tableland |
27 |
| Presenting logistic regression-based landslide susceptibility results |
27 |
| Review of published rockburst events and their contributing factors |
25 |
| Quantifying the impact of dry debris flow against a rigid barrier by DEM analyses |
23 |
| The mechanics of a saturated silty loess and implications for landslides |
22 |
| Susceptibility of reservoir-induced landslides and strategies for increasing the slope stability in the Three Gorges Reservoir Area: Zigui Basin as an example |
22 |
| Loess geohazards research in China: Advances and challenges for mega engineering projects |
21 |
| Interaction of two-phase debris flow with obstacles |
21 |
| Study on the mechanisms of flexural toppling failure in anti-inclined rock slopes using numerical and limit equilibrium models |
21 |
| Investigation of the sequential excavation of a soil-rock-mixture slope using the numerical manifold method |
19 |
| Geological discontinuity persistence: Implications and quantification |
19 |
| The hydraulic conductivity of sediments: A pore size perspective |
19 |
| Grading opening and shearing deformation of deep outward-dip shear belts inside high slope: A case study |
19 |
| Model test on the entrainment phenomenon and energy conversion mechanism of flow-like landslides |
19 |
| A single-objective EPR based model for creep index of soft clays considering L-2 regularization |
18 |
| Mapping an earthquake-induced landslide based on UAV imagery; case study of the 2015 Okeanos landslide, Lefkada, Greece |
18 |
| Effect of spatial variability of shear strength parameters on critical slip surfaces of slopes |
18 |
| Distribution and failure modes of the landslides in Heitai terrace, China |
18 |
| Effect of irrigation-induced densification on the post-failure behavior of loess flowslides occurring on the Heifangtai area, Gansu, China |
18 |
| Applying modified discontinuous deformation analysis to assess the dynamic response of sites containing discontinuities |
18 |
| Post-failure simulations of a large slope failure using 3DEC: The Hsien-du-shan slope |
18 |
| Collapse behavior and microstructural alteration of remolded loess under graded wetting tests |
18 |
| Towards a complete understanding of the triggering mechanism of a large reactivated landslide in the Three Gorges Reservoir |
17 |
| Mechanical behavior and fracture spatial propagation of coal injected with liquid nitrogen under triaxial stress applied for coalbed methane recovery |
17 |
| Experimental investigation on the mechanical behaviours of a low-clay shale under water-based fluids |
17 |
| Landslide deformation behavior influenced by water level fluctuations of the Three Gorges Reservoir (China) |
17 |
| Seismic stability of a rock slope with discontinuities under rapid water drawdown and earthquakes in large-scale shaking table tests |
17 |
| Effects of soil characteristics on moisture evaporation |
17 |
| Spatial variation of saturated hydraulic conductivity of a loess slope in the South Jingyang Plateau, China |
16 |
| Effects of specimen size and thermal-damage on physical and mechanical behavior of a fine-grained marble |
16 |
| Analysis of factors influencing tunnel deformation in loess deposits by data mining: A deformation prediction model |
16 |
| Characterization of the mechanisms underlying loess collapsibility for land-creation project in Shaanxi Province, China-a study from a micro perspective |
16 |
| Post-failure stage simulation of a landslide using the material point method |
16 |
| Nucleation and propagation mechanisms of soil desiccation cracks |
15 |
| Geomechanical investigation of roof failure of China's first gas storage salt cavern |
15 |
| A review of shear and tensile strengths of the Malan Loess in China |
15 |
| Quantitative analysis of debris-flow flexible barrier capacity from momentum and energy perspectives |
15 |
| Creep behavior and the microstructural evolution of loess-like soil from Xi'an area, China |
15 |
| Microstructural constraints on geotechnical properties of Malan Loess: A case study from Zhaojiaan landslide in Shaanxi province, China |
15 |
| Improved compound support system for coal mine tunnels in densely faulted zones: A case study of China's Huainan coal field |
15 |
| Rock avalanche mobility: The role of path material |
15 |
| Bayesian updating of slope reliability in spatially variable soils with in-situ measurements |
15 |
| Analyzing successive landslide dam formation by different triggering mechanisms: The case of the Tangjiawan landslide, Sichuan, China |
14 |
