目录
- Using deep neural networks coupled with principal component analysis for ore production forecasting at open-pit mines
- Sliding behaviors of the trapezoidal roof rock block under a lateral dynamic disturbance
- Real-time arrival picking of rock microfracture signals based on convolutional-recurrent neural network and its engineering application
- Failure characterization of fully grouted rock bolts under triaxial testing
- Nonlinear constitutive models of rock structural plane and their applications
- Mechanical behaviors of backfill-rock composites:Physical shear test and back-analysis
- Slope stability of reclaimed coal mines through a new water filling index
- A Bayesian multi-model inference methodology for imprecise momentindependent global sensitivity analysis of rock structures
- Anisotropic strength,deformation and failure of gneiss granite under high stress and temperature coupled true triaxial compression
- How do the landslide and non-landslide sampling strategies impact landslide susceptibility assessment? -A catchment-scale case study from China
- Uncertainty quantification of inverse analysis for geomaterials using probabilistic programming
- A method to predict rockburst using temporal trend test and its application
- A method to interpret fracture aperture of rock slope using adaptive shape and unmanned aerial vehicle multi-angle nap-of-the-object photogrammetry
- Impact of effective stress on permeability for carbonate fractured-vuggy rocks
- A process-oriented approach for identifying potential landslides considering time-dependent behaviors beyond geomorphological features
- Effects of thawing-induced softening on fracture behaviors of frozen rock
- Soil disturbance evaluation of soft clay based on stress-normalized smallstrain stiffness
- Dredged marine soil stabilization using magnesia cement augmented with biochar/slag
- Thermo-hydro-poro-mechanical responses of a reservoir-induced landslide tracked by high-resolution fiber optic sensing nerves
- A novel relationship between elastic modulus and void ratio associated with principal stress for coral calcareous sand
- Wetting-drying effect on the strength and microstructure of cementphosphogypsum stabilized soils
- Damage constitutive model of lunar soil simulant geopolymer under impact loading
- Experimental investigation on the permeability of gap-graded soil due to horizontal suffusion considering boundary effect
- Bearing capacity of circular footings on multi-layered sand-waste tire shreds reinforced with geogrids
- Limit state analysis of rigid retaining structures against seismically induced passive failure in heterogeneous soils
- Limit load and failure mechanisms of a vertical Hoek-Brown rock slope