A framework for remediation prioritization of unstable rock slopes based on indirect information-Reference-Cited by-同舟云学术

A framework for remediation prioritization of unstable rock slopes based on indirect information

Published:2024-08-25 Issue:1 Volume:15 Page:
ISSN:1947-5705
Container-title:Geomatics, Natural Hazards and Risk
language:en
Short-container-title:Geomatics, Natural Hazards and Risk

Author:

Sun Yang¹²³,Xiong Feng³,Sun Jinshan¹²,Chen Zhen¹²

Affiliation:

1. State Key Laboratory of Precision Blasting, Jianghan University, Wuhan, China

2. Hubei (Wuhan) Institute of Explosion Science and Blasting Technology, Jianghan University, Wuhan, Hubei, China

3. Engineering Faculty, China University of Geosciences, Wuhan, China

Funder

National Natural Science Foundation of China

the Research Fund of Jianghan University

the National Key Research and Development Program of China

the Key Research and Development Program of Hubei Province

the Doctor initiated Fund of State Key Laboratory of Precision Blasting

the open Fund of Engineering Research Center of Rock-Soil Drilling & Excavation and Protection, Ministry of Education

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/19475705.2024.2393687

Reference58 articles.

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2. Evaluation of rock property variability

3. Estimation of rock mass deformation modulus using indirect information from multiple sources

4. Aydan Ö, Ulusay R, Kawamoto T. 1997. Assessment of rock mass strength for underground excavations. In: The 36th US Rock Mechanics Symposium, New York; p. 777–786.

5. Baecher GB, Christian JT. 2005. Reliability and statistics in geotechnical engineering. Hoboken: John Wiley & Sons.