Assessment of rigorous solutions for pseudo-dynamic slope stability: Finite-element limit-analysis modelling
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-023-5370-0.pdf
Reference44 articles.
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2. QIN Chang-bing, CHIAN S C, DU Sai-zhao. Revisiting seismic slope stability: Intermediate or below-the-toe failure? [J]. Géotechnique, 2020, 70(1): 71–79. DOI: https://doi.org/10.1680/jgeot.18.t.001.
3. ZHOU Jian-feng, QIN Chang-bing, PAN Qiu-jing, et al. Kinematic analysis of geosynthetics-reinforced steep slopes with curved sloping surfaces and under earthquake regions [J]. Journal of Central South University, 2019, 26(7): 1755–1768. DOI: https://doi.org/10.1007/s11771-019-4131-6.
4. TANG Ren-hua, MAO Feng-shan, CHEN Chang-fu, et al. Upper bound solution for active thrust of nonhomogeneous cohesive soil considering effects of intermediate principal stress [J]. Journal of Central South University, 2022, 29(2): 582–595. DOI: https://doi.org/10.1007/s11771-022-4902-3.
5. LYU Cheng, WANG Zhu-hong, ZENG Zheng-qiang, et al. Limit analysis of ultimate uplift capacity and failure mechanism of shallow plate anchors in multi-layered soils [J]. Journal of Central South University, 2022, 29(6): 2049–2061. DOI: https://doi.org/10.1007/s11771-022-5061-2.
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