Analysis of Active Earth Pressure Behind Rigid Retaining Walls Considering Curved Slip Surface
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-023-02567-6.pdf
Reference48 articles.
1. Benmebarek S, Khelifa T, Benmebarek N, Kastner R (2008) Numerical evaluation of 3D passive earth pressure coefficients for retaining wall subjected to translation. Comput Geotech 35(1):47–60. https://doi.org/10.1016/j.compgeo.2007.01.008
2. Benmeddour D, Mellas M, Frank R, Mabrouki A (2012) Numerical study of passive and active earth pressures of sands. Comput Geotech 40(40):34–44. https://doi.org/10.1016/j.compgeo.2011.10.002
3. Cai Y, Chen Q, Zhou Y, Nimbalkar S, Yu J (2016) Estimation of passive earth pressure against rigid retaining wall considering arching effect in cohesive-frictional backfill under translation mode. Int J Geomech 17(4):04016093. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000786
4. Chang MF (1997) Lateral earth pressures behind rotating walls. Can Geotech J 34(34):498–509. https://doi.org/10.1139/t97-016
5. Chen JJ, Li MG, Wang JH (2017) Active earth pressure against rigid retaining walls subjected to confined cohesionless soil. Int J Geomech 17(6):06016041. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000855
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