Most slope collapses have three-dimensional (3D) characteristics due to the uniform soil.
The traditional plane-strain analyses neglect the 3D effects and could yield an …

This paper proposes the fuzzy truncated probabilistic distribution method to study fuzzy
information of design variables. Instead of the certain boundary of design variables, in …

Although advances in piling equipment and technologies have extended the global use of
stabilizing piles (to stabilize slope or landslide), the design of stabilizing piles remains a …

Efficient evaluation of slope stability is a frontier in geo‐disaster prevention fields. While
many slope stability evaluation methods, ranging from deterministic to probabilistic, have …

This article proposes an efficient procedure for the probabilistic seismic analysis of slopes
and applies it to two slope examples including a real engineering project. The proposed …

Most classical approaches for evaluating the stability of soil slopes with cracks are
performed under two‐dimensional (2D) condition. Three‐dimensional (3D) effect and …

This paper presents a parametric study of the optimization design for T-shaped deep cement
mixing (TDM) and conventional deep cement mixing (DCM) columns improved soft soil for …

The 2008 Wenchuan earthquake lead to various complex multi-hazard chains that included
seismically-triggered landslide initiation, landslide run-out, river damming, dam breaching …

In the past, numerous stratovolcanoes worldwide witnessed catastrophic flank collapses.
One of the greatest risks associated with stratovolcanoes is a massive rock failure. On 18 …

Three‐dimensional analysis of stability is carried out for slopes with the failure mechanism
confined to a narrow space. A curvilinear cone failure surface is modified by removing a …