Dynamic Reliability Analysis of the Stability of the 3D Slope of a Rockfill Dam Based on the Copula Function and Generalized Probability Density Evolution Method-Reference-Cited by-同舟云学术

Dynamic Reliability Analysis of the Stability of the 3D Slope of a Rockfill Dam Based on the Copula Function and Generalized Probability Density Evolution Method

Published:2022-05 Issue:5 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Song Laifu¹,Pang Rui²,Xu Bin³,Zhou Yang⁴^ORCID

Affiliation:

1. College of Civil Engineering and Architecture, Wenzhou Univ., Wenzhou 325035, China.

2. School of Hydraulic Engineering, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author).

3. State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China.

4. State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002341

Reference61 articles.

1. A new look at the statistical model identification

2. Non-stationary stochastic vector processes: seismic ground motion applications

3. State of the Art: Limit Equilibrium and Finite-Element Analysis of Slopes

4. An extended limit analysis of three-dimensional slope stability

5. Statistical modeling of joint probability distribution using copula: Application to peak and permanent displacement seismic demands

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