- Numerical study of the effects of groundwater drawdown on ground settlement for excavation in residual soils
- A Multivariate Adaptive Regression Splines model for determining horizontal wall deflection envelope for braced excavations in clays
- Deterministic and reliability analysis of basal heave stability for excavation in spatial variable soils
- Experimental research on a novel optic fiber sensor based on OTDR for landslide monitoring
- Temperature field analysis of a cold-region railway tunnel considering mechanical and train-induced ventilation effects
- Experimental Investigation of the Permeability and Mechanical Behaviours of Chemically Corroded Limestone Under Different Unloading Conditions
- Numerical simulation for an estimation of the jacking force of ultra-long-distance pipe jacking with frictional property testing at the rock mass–pipe interface
- Response of the ground and adjacent end-bearing piles due to side-by-side twin tunnelling in compound rock strata
- Mechanical property experiment and damage statistical constitutive model of Hongze rock salt in China
- Reliability assessment on stability of tunnelling perpendicularly beneath an existing tunnel considering spatial variabilities of rock mass properties
- Avalanche mixing and the simultaneous collapse of two media under uniaxial stress
- Change of crackling noise in granite by thermal damage
- A Random Angular Bend Algorithm for Two- Dimensional Discrete Modeling of Granular Materials
- Assessment of pile drivability using random forest regression and multivariate adaptive regression splines. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards
- Ultimate bearing capacity of energy piles in dry and saturated sand