目录
- Shear behavior of intact granite under thermo-mechanical coupling and three-dimensional morphology of shear-formed fractures
- Laboratory study of fracture initiation and propagation in Barre granite under fluid pressure at stress state close to failure
- A numerical case study on the long-term seismic assessment of reinforced concrete tunnels in corrosive environments
- Influence of inter-grain cementation stiffness on the effective elastic properties of porous Bentheim sandstone
- Evaluation of freezing state of sandstone using ultrasonic time-frequency characteristics
- Evaluation of underground blast-induced ground motions through nearsurface low-velocity geological layers
- Analysis of stresses at the center of transversely isotropic Brazilian disk
- A generalized nonlinear three-dimensional failure criterion based on fracture mechanics
- Coseismic site response and slope instability using periodic boundary conditions in the material point method
- Effects of intermediate stress on deep rock strainbursts under true triaxial stresses
- A post-peak dilatancy model for soft rock and its application in deep tunnel excavation
- Numerical simulation of fatigue crack propagation in heterogeneous geomaterials under varied loads using displacement discontinuity method
- Combined load bearing capacity of rigid piles embedded in a crossanisotropic clay deposit using 3D finite element lower bound
- Long-term decay of the water pressure in the osmotic tensiometer
- Development of mathematically motivated hybrid soft computing models for improved predictions of ultimate bearing capacity of shallow foundations
- Effects of biochar-amended alkali-activated slag on the stabilization of coral sand in coastal areas
- Predicting and validating the load-settlement behavior of large-scale geosynthetic-reinforced soil abutments using hybrid intelligent modeling
- Calibration of an elastoplastic model of sand liquefaction using the swarm intelligence with a multi-objective function