A Method for Calculating Passive Earth Pressure Under Finite Soil Conditions Based on Upper Bound Limit Analysis
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40098-024-00974-x.pdf
Reference18 articles.
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2. Gao YL (2000) The calculation of finite earth pressure. Build Sci 16(05):53–56. https://doi.org/10.13614/j.cnki.11-1962/tu.2000.05.014
3. Greco V (2013) Active thrust on retaining walls of narrow backfill width. Comput Geotech 50:66–78. https://doi.org/10.1016/j.compgeo.2012.12.007
4. Greco V (2014) Analytical solution of seismic pseudo-static active thrust acting on fascia retaining walls. Soil Dyn Earthq Eng 57:25–36. https://doi.org/10.1016/j.soildyn.2013.09.022
5. Ma P, Qin SQ, Qian HT (2008) Calculation of active earth pressure for limited soils. Chin J Rock Mech Eng S1:3070–3074
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