Study of advanced dewatering and its influence on tunnel in water rich and sandy dolomite stratum
Author:
Funder
National Natural Science Foundation of China
the Young Elite Scientists Sponsorship Program by CAST
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-023-03381-3.pdf
Reference38 articles.
1. Anagnostou G (2012) The contribution of horizontal arching to tunnel face stability. Geotechnic 35:34–44. https://doi.org/10.1002/gete.201100024
2. Bischoff JL, Juliá R, Shanks WC III, Rosenbauer RJ (1994) Karstification without carbonic acid: bedrock dissolution by gypsum-driven dedolomitization. Geology 22:995–998. https://doi.org/10.1130/0091-7613(1994)022%3c0995:KWCABD%3e2.3.CO;2
3. Chen YY (2009) Study on grouting reinforcement technology of Karst Tunnel. Dissertation, Chongqing Jiaotong University, Chongqing (in Chinese)
4. Chen TM (2021) Surface dewatering excavation and soft foundation reinforcement technology for water-rich loess tunnel in Dongzhi Tableland: a case study of Yima No.1 Tunnel on Yinchuan-Xi’an High-Speed Railway. Tunnel Construction 41:1015–1023
5. He Y, Sun B, Wang M (2021) Study on stability of tunnel surrounding rock and precipitation disaster mitigation in flowing sand body. Geofluids 2021:6043807. https://doi.org/10.1155/2021/6043807
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