Journal of Rock Mechanics and Geotechnical Engineering
- Ultrasonic imaging of microscale processes in quartz gouge during compression and shearing
- Influence of degree of interlock on confined strength of jointed hard rock masses
- Crack dynamic propagation properties and arrest mechanism under impact loading
- Micro-annulus generation under downhole conditions: Insights from three-dimensional staged finite element analysis of cement hardening and wellbore operations
- Excavation of underground research laboratory ramp in granite using tunnel boring machine: Feasibility study
- Strength and dilatancy behaviors of deep sands in Shanghai with a focus on grain size and shape effect
- Indirect determination of shear wave velocity in slow formations using full-wave sonic logging technique
- Laboratory investigation into effect of bolt profiles on shear behaviors of bolt-grout interface under constant normal stiffness (CNS) conditions
- Effect of fatigue loading-confining stress unloading rate on marble mechanical behaviors: An insight into fracture evolution analyses
- Performance analysis of empirical models for predicting rock mass deformation modulus using regression and Bayesian methods
- Comparison of undrained behaviors of granular media using fluidcoupled discrete element method and constant volume method
- Centrifuge model tests on pile-reinforced slopes subjected to drawdown
- Investigations of the effects of particle morphology on granular material behaviors using a multi-sphere approach
- Searching for critical slip surfaces of slopes using stress fields by numerical manifold method
- A method to experimentally investigate injection-induced activation of fractures
- Effects of pre-existing cracks and infillings on strength of natural rocks - Cases of sandstone, argillite and basalt
- Effect of surcharge loading on horseshoe-shaped tunnels excavated in saturated soft rocks
- Fall cone tests considering water content, cone penetration index, and plasticity angle of fine-grained soils
- Determination of strain-dependent soil water retention characteristics from gradation curve