目录
- An in situ monitoring campaign of a hard rock pillar at great depth within a Canadian mine
- Influence of location of large-scale asperity on shear strength of concrete-rock interface under eccentric load
- Controlling effects of differential swelling index on evolution of coal permeability
- Factor of safety of strain-softening slopes
- Modeling behaviors of a coal pillar rib using the progressive S-shaped yield criterion
- A method to model the effect of pre-existing cracks on P-wave velocity in rocks
- Polyaxial strength criterion and closed-form solution for squeezing rock conditions
- Physical investigation on the behaviours of voussoir beams
- Time-sensitivity mechanism of rock stress memory properties under tensile stress
- Evaluation of new Austrian tunnelling method applied to Bolu tunnel’s weak rocks
- Water-induced softening behavior of clay-rich sandstone in Lanzhou Water Supply Project, China
- Damage characteristics and catastrophic failure mechanism of coal rock induced by gas adsorption under compression
- Benchmark solutions of large-strain cavity contraction for deep tunnel convergence in geomaterials
- A modified soil water content measurement technique using actively heated fiber optic sensor
- Coupled hydro-mechanical analysis of expansive soils: Parametric identification and calibration
- Critical state model for structured soil
- Reliability analysis of slopes considering spatial variability of soil properties based on efficiently identified representative slip surfaces
- Crack initiation of granite under uniaxial compression tests: A comparison study
- A modified method of discontinuity trace mapping using threedimensional point clouds of rock mass surfaces