文章名稱引用次數

• Evaluation of ground loss ratio with moving trajectories induced in double-O-tube (DOT) tunnelling28
• New approach of vacuum preloading with booster prefabricated vertical drains (PVDs) to improve deep marine clay strata20
• Effects of coupled static and dynamic strain rates on mechanical behaviors of rock-like specimens containing pre-existing fissures under uniaxial compression19
• Direct simulation of random field samples from sparsely measured geotechnical data with consideration of uncertainty in interpretation18
• Effect of relative density and biocementation on cyclic response of calcareous sand17
• Full-scale model study on variations of soil stress in geosynthetic-reinforced pile-supported track bed with water level change and cyclic loading17
• Undrained behaviour of intact soft clay under cyclic paths that match vehicle loading conditions13
• Influence of electro-osmosis activation time on vacuum electro-osmosis consolidation of a dredged slurry13
• Strength, stiffness, and microstructure characteristics of biocemented calcareous sand13
• Runout evaluation of Oso landslide with the material point method11