The earthquake‐induced displacement of sloping soil mass is an important indicator of co‐
seismic landslide initiation. In this paper, an improved Newmark displacement model that …

The aim of this study is to investigate the effect of the soil type on buildings experiencing
floor-to-column pounding during earthquakes. Five buildings with 4-storeys, 6-storeys, and 7 …

The seismic deterioration effects of anchor cables and slope structural planes are often
neglected in the dynamic stability analysis of anchored rocky slopes to the extent that the …

This paper evaluates geocomposite (GC) as an internal drain for seepage control in earthen
dams subjected to upstream impoundment and inertial loading through centrifuge model …

Based on the upper-bound limit analysis method and the real-time dynamic Newmark slider
method, the internal and external power of the multi-stage slope under earthquake action is …

To analyze the excavation stability and reasonable reinforcement measures of cutting slope
with a goaf collapsed roadway and collapsed mining face, the finite element software Midas …

To evaluate the dynamic stability of dangerous rock masses under seismic excitation more
reasonably, a mass viscoelasticity model was adopted to simulate the two main controlling …

Our aim in this study was to analyze the major and minor factors affecting the stability of a
slope containing a coal seam in a goaf. Based on engineering experience, we first identified …

Realistic prediction of coseismic landslides is crucial for the design of civil infrastructures
and geotechnical systems in seismically active regions. Coseismic landslides are …

At present, there are still some gaps in the theoretical calculation of the permanent
displacement of the multi-stage loess slope under the action of earthquake. Therefore, this …