Slope failure is associated with changes in pore water pressure induced by rainfall, this
paper further attempt to bridge knowledge gaps that exist in understanding the relationship …

SUMMARY A series of laboratory experiments and numerical simulations are conducted to
explore the characteristics of mixtures composed of sand and rubber particles of the same …

The study of the classification and failure modes of Yellow River terrace landslides under the
influence of irrigation projects is of key importance to alleviate the paradox between the …

The invasion of low-salinity fluids into saline-lacustrine reservoirs may induce salt
dissolution, resulting in significant changes in petrophysical properties. Accurate …

A new hybrid discrete–continuum numerical approach that explores the key advantages of
both discrete and continuum approaches is proposed to model unsaturated seepage flows …

A new DEM-based approach is proposed to study the desiccation of slurry soils. Distinctly to
existing DEM approaches that only consider the solid phase, the proposed method explicitly …

The active lateral spread of the Peracalç Range (Spanish Pyrenees) has developed on a
Cretaceous limestone sequence around 250 m thick, underlain by tectonically thickened (∼ …

Gypsum reinforcement in dry soil provides activity resistance. It quickly becomes a source of
danger in the conditions of partial and complete soaking of gypsum soil as a result of the …

This article showcases a systematic and generalized phase-field modeling approach for
addressing the phenomenon of faceted crystal dissolution in different crystalline solids, in …

Soil curling is a common phenomenon in nature due to the rearrangement of soil particles
caused by moisture loss. The occurrence of curling in soils significantly affects soil …