Transparent soil model test and numerical study on the effect of adjacent spring on the stability of tunnel face in composite strata-Reference-Cited by-同舟云学术

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Transparent soil model test and numerical study on the effect of adjacent spring on the stability of tunnel face in composite strata

Published:2023-05-26 Issue:1 Volume:118 Page:495-524
ISSN:0921-030X
Container-title:Natural Hazards
language:en
Short-container-title:Nat Hazards

Author:

Ma Shaokun,Wei Hongye,Duan Zhibo^ORCID,Liu Ying,Huang Zhen,He Benfu,Zhou Zhang

Funder

National Natural Science Foundation of China

Guangxi Natural Science Foundation

Guangxi Key Project of Nature Science Foundation

the Key Research and Development Program of Guangxi

the Guangxi transportation industry key science and technology projects

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Atmospheric Science,Water Science and Technology

Link

https://link.springer.com/content/pdf/10.1007/s11069-023-06015-9.pdf

Reference33 articles.

1. Carvalho T, Suescun-Florez E, Omidvar M, Iskander M (2015) A nonviscous water-based pore fluid for modeling with transparent soils. Geotech Test J 38(5):805–811. https://doi.org/10.1520/GTJ20140278

2. Chen R, Li J, Kong L, Tang L (2013) Experimental study on face instability of shield tunnel in sand. Tunn Undergr Space Technol 33:12–21. https://doi.org/10.1016/j.tust.2012.08.001

3. Chen R, Yin X, Tang L, Chen Y (2018) Centrifuge model tests on face failure of earth pressure balance shield induced by steady state seepage in saturated sandy silt ground. Tunn Undergr Space Technol 81:315–325. https://doi.org/10.1016/j.tust.2018.06.031

4. Chen X, Zhang S, Zhou X, Xia P (2022) Parameter analysis of excavation face stability of shield tunnel under high water pressure seepage. Phys Chem Earth 128:103218. https://doi.org/10.1016/j.pce.2022.103218

5. Chini C, Wallace J, Rutherford C, Peschel J (2015) Shearing failure visualization via particle tracking in soft clay using a transparent soil. Geotech Test J 38(5):708–724. https://doi.org/10.1520/GTJ20140210

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1. Visualization investigation of the large deformation and instability failure of shield tunnel using transparent soil models;Engineering Failure Analysis;2024-12

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