Estimation of active earth pressure based on pseudo-dynamic approach and discretization technique-Reference-Cited by-同舟云学术

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Estimation of active earth pressure based on pseudo-dynamic approach and discretization technique

Published:2021-09 Issue:9 Volume:28 Page:2890-2904
ISSN:2095-2899
Container-title:Journal of Central South University
language:en
Short-container-title:J. Cent. South Univ.

Author:

Luo Wen-jun,Gong Chen-jie^ORCID,Wang Huan-yu,Yang Xiao-li

Publisher

Springer Science and Business Media LLC

Subject

Metals and Alloys,General Engineering

Link

https://link.springer.com/content/pdf/10.1007/s11771-021-4814-7.pdf

Reference23 articles.

1. MICHALOWSKI R L. Stability charts for uniform slopes [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2002, 128(4): 351–355. DOI: https://doi.org/10.1061/(ASCE)1090-0241(2002)128:4(351).

2. MASSIH D S, SOUBRA A H, LOW B K. Reliability-based analysis and design of strip footings against bearing capacity failure [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2008, 134(7): 917–928. DOI: https://doi.org/10.1061/(ASCE)1090-0241(2008)134:7(917).

3. LI T Z, GONG W P, YANG X L. Stability analysis of a non-circular tunnel face in soils characterized by modified Mohr-Coulomb yield criterion [J]. Tunnelling and Underground Space Technology, 2021, 109: 103785. DOI: https://doi.org/10.1016/j.tust.2020.103785.

4. MOLLON G, DIAS D, SOUBRAA H. Probabilistic analysis and design of circular tunnels against face stability [J]. International Journal of Geomechanics, 2009, 9(6): 237–249. DOI: https://doi.org/10.1061/(ASCE)1532-3641(2009)9:6(237).

5. FRALDI M, GUARRACINO F. Limit analysis of progressive tunnel failure of tunnels in Hoek-Brown rock masses [J]. International Journal of Rock Mechanics and Mining Sciences, 2012, 50: 170–173. DOI: https://doi.org/10.1016/j.ijrmms.2011.12.009.

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