Upper bound solution for active thrust of nonhomogeneous cohesive soil considering effects of intermediate principal stress
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-022-4902-3.pdf
Reference26 articles.
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2. MCCOOK D K. Limit analysis and soil plasticity [J]. Soil Science Society of America Journal, 1976, 40(4): IV. DOI: https://doi.org/10.2136/sssaj1976.03615995004000040002x.
3. SHAMSABADI A, XU Shi-yu, TACIROGLU E. A generalized log-spiral-Rankine limit equilibrium model for seismic earth pressure analysis [J]. Soil Dynamics and Earthquake Engineering, 2013, 49: 197–209. DOI: https://doi.org/10.1016/j.soildyn.2013.02.020.
4. YANG X L, HUANG F. Collapse mechanism of shallow tunnel based on nonlinear Hoek-Brown failure criterion [J]. Tunnelling and Underground Space Technology, 2011, 26(6): 686–691. DOI: https://doi.org/10.1016/j.tust.2011.05.008.
5. PATKI M A, MANDAL J N, DEWAIKAR D M. Determination of passive earth pressure coefficients using limit equilibrium approach coupled with the Kötter equation [J]. Canadian Geotechnical Journal, 2015, 52(9): 1241–1254. DOI: https://doi.org/10.1139/cgj-2014-0351.
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