Abstract
In this study, an analytical approach is developed to obtain the upper-bound solutions of the slope stability, for both static and dynamic conditions, based on the limit analysis theory. Stability charts for slopes with tensile strength cut-off under different seismic accelerations are provided. Effects of the tensile strength cut-off on the earthquake-induced displacement are evaluated. Considering the tension cut-off, the stability factor is reduced by 55% for vertical slopes subjected to seismic loads, while the earthquake-induced displacement of slopes is approximately twice that obtained by using the Mohr-Coulomb (M−C)yield criterion.
| Original language | English |
|---|---|
| Pages (from-to) | 245-256 |
| Number of pages | 12 |
| Journal | Computers and Geotechnics |
| Volume | 112 |
| DOIs | |
| Publication status | Published - Aug 1 2019 |
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All Science Journal Classification (ASJC) codes
- Geotechnical Engineering and Engineering Geology
- Computer Science Applications
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Stability analysis of seismic slopes with tensile strength cut-off. / He, Yi; Liu, Yan; Hazarika, Hemanta; Yuan, Ran.
In: Computers and Geotechnics, Vol. 112, 01.08.2019, p. 245-256.Research output: Contribution to journal › Article
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TY - JOUR
T1 - Stability analysis of seismic slopes with tensile strength cut-off
AU - He, Yi
AU - Liu, Yan
AU - Hazarika, Hemanta
AU - Yuan, Ran
PY - 2019/8/1
Y1 - 2019/8/1
N2 - In this study, an analytical approach is developed to obtain the upper-bound solutions of the slope stability, for both static and dynamic conditions, based on the limit analysis theory. Stability charts for slopes with tensile strength cut-off under different seismic accelerations are provided. Effects of the tensile strength cut-off on the earthquake-induced displacement are evaluated. Considering the tension cut-off, the stability factor is reduced by 55% for vertical slopes subjected to seismic loads, while the earthquake-induced displacement of slopes is approximately twice that obtained by using the Mohr-Coulomb (M−C)yield criterion.
AB - In this study, an analytical approach is developed to obtain the upper-bound solutions of the slope stability, for both static and dynamic conditions, based on the limit analysis theory. Stability charts for slopes with tensile strength cut-off under different seismic accelerations are provided. Effects of the tensile strength cut-off on the earthquake-induced displacement are evaluated. Considering the tension cut-off, the stability factor is reduced by 55% for vertical slopes subjected to seismic loads, while the earthquake-induced displacement of slopes is approximately twice that obtained by using the Mohr-Coulomb (M−C)yield criterion.
UR - http://www.scopus.com/inward/record.url?scp=85065088815&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85065088815&partnerID=8YFLogxK
U2 - 10.1016/j.compgeo.2019.04.029
DO - 10.1016/j.compgeo.2019.04.029
M3 - Article
AN - SCOPUS:85065088815
VL - 112
SP - 245
EP - 256
JO - Computers and Geotechnics
JF - Computers and Geotechnics
SN - 0266-352X
ER -