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
N1 - Funding Information:
This work was supported by the National Natural Science Foundation of China (Grant Nos. 51608454 and 51609204 ), and the Fundamental Research Funds for the Central Universities (Grant Nos. 2682015CX092 and 2682016CX084 ). We would like to thank the editor Prof. Scott Sloan for his kind suggestions to improve this paper.
PY - 2019/8
Y1 - 2019/8
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.
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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 -