Triggered liquefaction in earthquakes, that soil displays fluid-like characteristics caused by
an on-going increase of pore water pressure and reduction of the effective stress, can …

The paper presents an experimental study on the effect of plastic fines content on the
undrained behavior and liquefaction susceptibility of sand–fines mixtures under monotonic …

As a result, continuous decrease in effective stress and increase in pore water pressure,
liquefaction that is triggered by earthquakes can harm the foundation of existing building …

Marine clays are easily affected by different mineral composition in cyclic load-based
geological hazards. Therefore, based on analyzing the mineral composition of natural …

The paper presents an experimental study on the effect of plastic fines content on the
undrained behavior and liquefaction susceptibility of sand-fines mixtures under cyclic …

Reexamining the transitional failure with energy method is a new idea of studying the
dynamic properties of fine-grained soil. In this paper, a series of undrained cyclic triaxial …

Landslides are devastating natural disasters that result in loss of life, property damage, and
community disruption. They have global impacts, causing fatalities and economic losses …

The calculation of the long-term dynamic bearing capacity arises from the need to consider
the generation of maximum pore-water pressure developed from a cyclic load. Under …

The reexamination of the failure of the fine-grained soils through the laboratory undrained
cyclic loading tests demonstrates that some special fine-grained soils follow a different …

Fine-grained soils subjected to seismic loading often exhibit instability or failure of slopes,
foundations, and embankments. To understand the behavior of clay soils under multiple …