A simplified nonlinear coupled Newmark displacement model with degrading yield acceleration for seismic slope stability analysis-Reference-Cited by-同舟云学术

A simplified nonlinear coupled Newmark displacement model with degrading yield acceleration for seismic slope stability analysis

Published:2021-03-16 Issue:10 Volume:45 Page:1303-1322
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int J Numer Anal Methods Geomech.

Author:

Ji Jian¹^ORCID,Wang Chen‐Wei¹,Cui Hong‐Zhi¹,Li Xiao‐Yu¹,Song Jian¹,Gao Yufeng¹^ORCID

Affiliation:

1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering Hohai University Nanjing China

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3202

Reference54 articles.

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2. Probabilistic assessment of seismic stability of a rock slope by combining the simulation of stochastic ground motion with permanent displacement analysis

3. Probabilistic investigation of the seismic displacement of earth slopes under stochastic ground motion: A rotational sliding block analysis;Ji Jian;Canadian Geotechnical Journal,2021

4. Evaluating the effects of the magnitude and amplification of pseudo-static acceleration on reinforced soil slopes and walls using the limit equilibrium Horizontal Slices Method

5. Comparison of slope stability methods of analysis

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