This study examines the dynamic system response of a liquefiable deposit retained by a
sheet-pile wall, with emphasis on the roles of pre-and post-liquefaction stages of soil …

In practical engineering, sand deposits or fills usually contain fines and are subjected to
cyclic shear stresses induced by earthquakes, traffic, or waves which are superimposed on …

An experimental program of undrained cyclic simple shear tests was undertaken on Ticino
sand, covering a broad range of initial relative densities and static stress levels, to …

Recent field observations have shown that mainshock and subsequent aftershock events
can induce multiple-liquefaction events, in which soil liquefies several times at the same site …

Internal erosion is the transportation of soil particles from within or beneath geotechnical
structures, caused by seepage flow, that impacts the subsequent mechanical and hydraulic …

Slope stability in weathered red mudstone (WRM) sediments during earthquakes is strongly
dependent on the cyclic response of unsaturated WRM. In this paper, the cyclic simple shear …

Monopiles are the most widely adopted foundation type for Offshore Wind Turbines (OWTs)
in shallow waters. With the expansion of the construction of OWT, the number of OWT farms …

Abstract On 28 September 2018, the Mw 7.5 Sulawesi earthquake occurred in Indonesia,
triggering long-distance flow-type landslides on very gentle slopes in and around Palu City …

Liquefaction-induced large deformations in sloping ground caused heavy damage to
buildings and infrastructures during earthquakes, and its evaluation and mitigation …

The estimation of strength deterioration with the increase in the undrained cyclic shear-
induced strain in liquefiable soils is an important topic in geotechnical earthquake …