2023
DOI: 10.1002/eng2.12713
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Seismic reliability analysis of soil slope based on Newmark sliding block model with representative slip surfaces and response surfaces

Abstract: This paper presents a framework combining Monte Carlo Simulation (MCS) and the Newmark sliding block model with representative slip surfaces (RSS) (model II) and multiple response surfaces method (MRSM) to conduct seismic reliability analysis and risk assessment of soil slopes. An empirical threshold is introduced to define the limit state function to identify the failure samples in MCS and the sliding area and Newmark sliding displacement are multiplied to quantify the failure consequence. The proposed method… Show more

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Cited by 2 publications
(2 citation statements)
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“…The k y of slope tends to be complicated by the existence of spatial variability of soil properties. A nontrivial search of the critical slip surface may be circumvented using the determination of representative slip surfaces (Yu et al. , 2023; Li and Chu, 2015; Li et al.…”
Section: Newmark Sliding Block Model With Representative Slip Surface...mentioning
confidence: 99%
See 1 more Smart Citation
“…The k y of slope tends to be complicated by the existence of spatial variability of soil properties. A nontrivial search of the critical slip surface may be circumvented using the determination of representative slip surfaces (Yu et al. , 2023; Li and Chu, 2015; Li et al.…”
Section: Newmark Sliding Block Model With Representative Slip Surface...mentioning
confidence: 99%
“…The k y of slope tends to be complicated by the existence of spatial variability of soil properties. A nontrivial search of the critical slip surface may be circumvented using the determination of representative slip surfaces (Yu et al, 2023;Li and Chu, 2015;Li et al, 2013;Zhang et al, 2011). The basement of the identification of RSS is that one RSS can represent an ensemble of slip surfaces which are highly correlated with it.…”
Section: The Identification Of Rssmentioning
confidence: 99%