In this study, the Multivariate Adaptive Regression Splines (MARS) model is employed to
create a data-driven prediction for the bearing capacity of a strip footing on rock mass …

This study employs a two-dimensional plane strain finite element limit analysis method to
examine the stability of fully-braced excavations in non-homogeneous clay. The excavation …

At present, the research on retaining walls with relief shelves mainly focuses on translational
displacement mode, and the research on RB mode is less. Using adaptive software, it is …

This paper investigates the influence of a circular void on the ultimate bearing capacity
(UBC) of a strip footing subjected to uniformly distributed load resting on the rock mass …

Back-to-back mechanically stabilized earth (BBMSE) wall is a specific case of modern earth
retention technique, where the design of the wall system depends on the spacing between …

Retaining wall with relief shelves is being increasingly adopted to provide an economical
and sustainable solution for earth retention purposes. The current study aims to evaluate the …

In the area of high seismic intensity, there were few methods for calculating active earth
pressure (E a). Especially for the cantilever retaining wall with long relief shelf (CRW-LRS) …

A counterfort–relief shelf composite retaining wall is capable of reducing lateral earth
pressure. With its relief shelf and T-shape variable section beam as tension member, this …

Retaining walls with pressure relief shelves bring a substantial reduction in lateral earth
pressures acting on these walls, and they have been increasingly used in various …

It is crucial to consider seismic conditions while designing retaining walls. The majority of the
model test and numerical analysis went into the seismic condition of the retaining wall …