目录
- The Beishan underground research laboratory for geological disposal of high-level radioactive waste in China:Planning,site selection,site characterization and in situ tests
- Effects of confinement on rock mass modulus:A synthetic rock mass modelling(SRM)study
- A dissolution-diffusion sliding model for soft rock grains with hydro-mechanical effect
- Lessons learnt from a deep excavation for future application of the observational method
- Analysis of unlined pressure shafts and tunnels of selected Norwegian hydropower projects
- An integrated multiscale approach for characterization of rock masses subjected to tunnel excavation
- Velocity of detonation measurement and fragmentation analysis to evaluate blasting efficacy
- Geostructural stability assessment of cave using rock surface discontinuity extracted from terrestrial laser scanning point cloud
- Optimization of dewatering schemes for a deep foundation pit near the Yangtze River,China
- Numerical simulation of the behaviors of test square for prehistoric earthen sites during archaeological excavation
- Assessment of clay stiffness and strength parameters using index properties
- Correlations between ultrasonic pulse wave velocities and rock properties of quartz-mica schist
- Discussion on“Empirical methods for determining shaft bearing capacity of semi-deep foundations socketed in rocks”[J Rock Mech Geotech Eng 6(2017)1140-151]
- Reply to Discussion on“Empirical methods for determining shaft bearing capacity of semi-deep foundations socketed in rocks”
- Corrigendum to“Numerical interpretation of transient permeability test in tight rock”[J Rock Mech Geotech Eng 1(2018)32-41]
- Book review