Design charts for reliability assessment of rock bedding slopes stability against bi-planar sliding: SRLEM and BPNN approaches-Reference-Cited by-同舟云学术

Design charts for reliability assessment of rock bedding slopes stability against bi-planar sliding: SRLEM and BPNN approaches

Published:2020-09-07 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:

Chen Longlong¹,Zhang Wengang²¹³,Gao Xuecheng¹,Wang Lin²¹³,Li Zheng⁴,Böhlke Thomas⁵,Perego Umberto⁶

Affiliation:

1. School of Civil Engineering, Chongqing University, Chongqing, P. R. People’s Republic of China

2. Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Chongqing, P.R. People’s Republic of China

3. National Joint Engineering Research Center of Geohazards Prevention in the Reservoir Areas, Chongqing University, Chongqing, P. R. People’s Republic of China

4. Chongqing City Construction Investment (Group) Co., Ltd., Chongqing, P. R. People’s Republic of China

5. Institute of Engineering Mechanics, Karlsruhe Institute of Technology (KIT), Karlsruhe, Germany

6. Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy

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/10.1080/17499518.2020.1815215

Reference41 articles.

1. Uncertainty and Reliability Analysis of Open Pit Rock Slopes: A Critical Review of Methods of Analysis

2. Stability Analysis of an Over-tilted Slope in a Granite Quarry: The Role of Joint Spacing

3. Comparison of limit-equilibrium, numerical and physical models of wall slope stability

4. Stress-Strain Modelling to Investigate the Internal Damage of Rock Slopes with a Bi-Planar Failure

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