目录
- Spatial gradient distributions of thermal shock-induced damage to granite
- Slope stability assessment of an open pit using lattice-spring-based synthetic rock mass (LS-SRM) modeling approach
- Experimental investigation on fracturing process of marble under biaxial compression
- Particle flow code simulation of intact and fissured granitic rock samples
- Empirical equations between characteristic impedance and mechanical properties of rocks
- Effect of pipe characteristics in umbrella arch method on controlling tunneling-induced settlements in soft grounds
- Effect of digital elevation models on monitoring slope displacements in open-pit mine by differential interferometry synthetic aperture radar
- Microcrack fracturing of coal specimens under quasi-static combined compression-shear loading
- Predictive plots for conical pick performance using mechanical and elastoplastic properties of rocks
- Experimental verification of parameter m in Hoek-Brown failure criterion considering the effects of natural fractures
- Deformation and failure characteristics of sandstone under uniaxial compression using distributed fiber optic strain sensing
- Incorporation of a nanotechnology-based additive in cementitious products for clay stabilisation
- Determining the soil-water retention curve using mercury intrusion porosimetry test in consideration of soil volume change
- Inverse analysis of laboratory data and observations for evaluation of backward erosion piping process
- Effect of biopolymers on permeability of sand-bentonite mixtures
- Pile end bearing capacity in rock mass using cavity expansion theory
- Analysis of Bingham fluid radial flow in smooth fractures
- Post-liquefaction shearing behaviour of saturated gravelly soils:Experimental study and discrete element simulation
- Revisiting the methods of determining hydraulic conductivity of saturated expansive clays in low-compressibility zone