On prediction of slope failure time with the inverse velocity method-Reference-Cited by-同舟云学术

On prediction of slope failure time with the inverse velocity method

Published:2022-11-17 Issue:1 Volume:17 Page:114-126
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:

Zhang Jie¹^ORCID,Yao Hong-zeng²,Wang Zi-peng¹,Xue Ya-dong¹^ORCID,Zhang Lu-lu³^ORCID

Affiliation:

1. Department of Geotechnical Engineering, Tongji University, Shanghai, People’s Republic of China

2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education and Department of Geotechnical Engineering, Tongji University, Shanghai, People’s Republic of China

3. Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai, People’s Republic of China

Funder

National Natural Science Foundation of China

Shanghai Education Development Foundation

Shanghai Municipal Education Commission

Fundamental Research Funds for the Central Universities

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/10.1080/17499518.2022.2132263

Reference72 articles.

1. Generation of Near-Field Artificial Ground Motions Compatible with Median-Predicted Spectra Using PSO-Based Neural Network and Wavelet Analysis

2. Large reactivated landslides in weak rock masses: a case study from the Northern Apennines (Italy)

3. Brown, D. E. 2014. “The Hessian Matrix: Eigenvalues, Concavity, and Curvature.” Brigham Young University-Idaho, April 21. Accessed January 21 2022. https://www.iith.ac.in/~ashok/Maths_Lectures/TutorialB/Hessian_Examples.pdf.

4. Finite element study of the Nevis Bluff (New Zealand) rock slope failure

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