Stochastic kinematic analysis of rock slope failure angle based on multi algorithm optimization, a case study of the proposed bridge project-Reference-Cited by-同舟云学术

Stochastic kinematic analysis of rock slope failure angle based on multi algorithm optimization, a case study of the proposed bridge project

Published:2023-03-13 Issue: Volume: Page:1-16
ISSN:1749-9518
Container-title:Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards
language:en
Short-container-title:Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards

Author:

Li Yuchao¹,Chen Jianping¹,Zhou Fujun²,Zhou Xin³,Li Zhihai¹,Wang Qing¹

Affiliation:

1. College of Construction Engineering, Jilin University, Changchun, People’s Republic of China

2. bChina Railway First Survey and Design Institute Group CO., LTD., Xi’an, People’s Republic of China

3. Chongqing Jiaotong University, Chongqing, People’s Republic of China

Funder

National Natural Science Foundation of China

National Key Research and Development Program of China

Publisher

Informa UK Limited

Subject

Geology,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/17499518.2023.2188466

Reference37 articles.

1. DIPANALYST: A computer program for quantitative kinematic analysis of rock slope failures

2. Using Cluster Analysis of Hydraulic Conductivity Realizations to Reduce Computational Time for Monte Carlo Simulations

3. Probabilistic key block analysis of a mine ventilation shaft stability – a case study

4. Geostatistical Reservoir Modeling

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