Ground collapse caused by shield tunneling in sandy cobble stratum and its control measures
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/content/pdf/10.1007/s10064-020-01878-9.pdf
Reference41 articles.
1. Ansgar K (2009) Experimental and numerical investigation of the face stability of shallow tunnels in sand. ITA-AITES World Tunnel Congress. https://doi.org/10.1201/b10551-141
2. Bai YX (2012) Research on ground collapse mechanism of shield tunneling in saturated sandy pebble stratum and corresponding measures. Ph. D. Thesis, Southwest Jiaotong University, Chengdu. (in Chinese)
3. Barzegari G, Uromeihy A, Zhao J (2013) EPB–TBM tunneling issues on mixed faced ground at Tabriz Metro line 1, Iran. World Tunnel Congress, pp 2062–2069. https://doi.org/10.1201/b14769-282
4. Chakeri H, Ozcelik Y, Unver B (2013) Effects of important factors on surface settlement prediction for metro tunnel excavated by EPB. Tunnel Undergr Space Technol Incorpor Trenchless Technol Res 36(2):14–23. https://doi.org/10.1016/j.tust.2013.02.002
5. Chambon P, Corté J (1994) Shallow tunnels in cohesionless soil: stability of tunnel face. J Geotech Eng 120(7):1148–1165. https://doi.org/10.1061/(ASCE)0733-9410(1994)120:7(1148)
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