Relationship between critical seismic acceleration coefficient and static factor of safety of 3D slopes
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-021-4695-9.pdf
Reference27 articles.
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3. SUN Zhi-bin, LI Jian-fei, PAN Qiu-jing, DIAS D, LI Shu-qin, HOU Chao-qun. Discrete kinematic mechanism for nonhomogeneous slopes and its application [J]. International Journal of Geomechanics, 2018, 18(12): 04018171. DOI: https://doi.org/10.1061/(asce)gm.1943-5622.0001303.
4. KUMAR J, SAMUI P. Stability determination for layered soil slopes using the upper bound limit analysis [J]. Geotechnical & Geological Engineering, 2006, 24(6): 1803–1819. DOI: https://doi.org/10.1007/s10706-006-7172-1.
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1. Seismic stability analysis of heterogeneous slopes reinforced by inclined soil nails;European Journal of Environmental and Civil Engineering;2023-03-27
2. Three-Dimensional Seismic Bearing Capacity Assessment of Heterogeneous and Anisotropic Slopes;International Journal of Geomechanics;2022-09
3. Three-dimensional modified pseudo-dynamic analysis of reinforced slopes with inclined soil nails;Bulletin of Engineering Geology and the Environment;2022-08-20
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