目录
- Three-dimensional double-rough-walled modeling of fluid flow through self-affine shear fractures
- Deformation and localisation behaviours of reinforced gravelly backfill using shaking table tests
- Stability assessment of landslide-prone road cut rock slopes in Himalayan terrain: A finite element method based approach
- Time-dependent behaviour of the Callovo-Oxfordian claystone-concrete interface
- Multi-scale modelling of gas flow in nanoscale pore space with fractures
- Support pressure for circular tunnels in two layered undrained clay
- Corrigendum to“Optimizing the evolution of strength for lime-stabilized rammed soil” [J Rock Mech Geotech Eng 11 (2019) 882-891]
- Numerical study on tensile failures of heterogeneous rocks
- Inhibition effect of swelling characteristics of expansive soil using cohesive non-swelling soil layer under unidirectional seepage
- Bio-mediated soil improvement of loose sand with fungus
- On the use of 1g physical models for ground movements and soil-structure interaction problems
- Ground behaviour analysis, support system design and construction strategies in deep hard rock mining - Justified in Western Australian's mines
- Characterisation of pore fluid salinity dependent evaporative dewatering of kaolin using dielectric spectroscopy
- Dynamic soil-structure interaction analysis in time domain based on a modified version of perfectly matched discrete layers
- Prediction of TBM jamming risk in squeezing grounds using Bayesian and artificial neural networks
- Influence of towing speed on effectiveness of rolling dynamic compaction
- Cement-lime stabilization of crude oil contaminated kaolin clay
- Thermo-hydro-mechanical modeling of fault discontinuities using zero-thickness interface element
- Behavior of zeolite-cement grouted sand under triaxial compression test