A large 3D laboratory test on the deformation characteristic of shallow loess tunnel under different plastic states
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-021-02375-3.pdf
Reference32 articles.
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2. Azañón JM et al (2010) Regional-scale high-plasticity clay-bearing formation as controlling factor on landslides in Southeast Spain. Geomorphology 120:26–37. https://doi.org/10.1016/j.geomorph.2009.09.012
3. Bathurst RJ, Zarnani S, Gaskin A (2007) Shaking table testing of geofoam seismic buffers. Soil Dyn Earthq Eng 27:324–332. https://doi.org/10.1016/j.soildyn.2006.08.003
4. Chen J, Yann S, Luo Y, Wang M (2011) Field test research on elimination of systematic rock bolts in weak rock tunnel. Rock Soil Mech 32(1):15–20. https://doi.org/10.16285/j.rsm.2011.01.011
5. Cui GY, Ma JF (2021) Structure Strengthening Method for Enhancing Seismic Behavior of Soft Tunnel Portal Section. Math Probl Eng 2021:12. https://doi.org/10.1155/2021/6624963
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