Undrained basal stability of braced circular excavations in non-homogeneous clays with linear increase of strength with depth

Volume: 115, Pages: 103180 - 103180
Published: Nov 1, 2019
Abstract
Braced circular excavations are commonly used as one of effective retaining structures in practice. Despite a number of studies in the past on the stability of this problem, its stability solution under the framework of lower bound limit analysis is very rare in the literature. The present study focuses on the stability analysis of braced circular excavations in non-homogeneous clays using the lower bound finite element limit analysis under...
Paper Details
Title
Undrained basal stability of braced circular excavations in non-homogeneous clays with linear increase of strength with depth
Published Date
Nov 1, 2019
Volume
115
Pages
103180 - 103180
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