Water-sand inrush risk assessment method of sandy dolomite tunnel and its application in the Chenaju tunnel, southwest of China-Reference-Cited by-同舟云学术

Water-sand inrush risk assessment method of sandy dolomite tunnel and its application in the Chenaju tunnel, southwest of China

Published:2023-04-07 Issue:1 Volume:14 Page:
ISSN:1947-5705
Container-title:Geomatics, Natural Hazards and Risk
language:en
Short-container-title:Geomatics, Natural Hazards and Risk

Author:

Dong Jia-xing¹^ORCID,Shen Zhen-luo¹,Cao Li²,Mi Jian³,Li Jian-guo³,Zhao Yong-chuan³,Mu Hong-yuan³,Liu Li-peng⁴^ORCID,Dai Chong-rui⁵

Affiliation:

1. Faculty of Electric Power Engineering, Kunming University of Science and Technology, Kunming, Yunnan, China

2. Yunnan Water Diversion Project Construction Administration Bureau, Kunming, Yunnan, China

3. Yunnan Institute of Water & Hydropower Investigation, Design and Research, Kunming, Yunnan, China

4. Key Laboratory of Construction and Safety of Water Engineering of the Ministry of Water Resources, China Institute of Water Resources and Hydropower Research, Beijing, China

5. China Railway Erju 1st Engineering Co. Ltd, Guiyang, Guizhou, China

Funder

Open Research Fund of Key Laboratory of Construction and Safety of Water Engineering of the Ministry of Water Resources, China Institute of Water Resources and Hydropower Research

National Natural Science Foundation of China

Special plan for significant science and technology in Yunnan Province

Publisher

Informa UK Limited

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://www.tandfonline.com/doi/pdf/10.1080/19475705.2023.2196369

Reference32 articles.

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4. Estimation of mechanical parameters of intensively sandy dolomite based on Hoek-Brown strength criterion;Dong JX;J Yangtze River Sci Res Inst,2022

5. Analytic Assessment of the Water Table Drawdown, Seepage, and Back Pressure at Rudbar PSPP

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