Analytical solutions for the earth pressure of narrow cohesive backfill with retaining walls rotating about the top
Author:
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s11440-021-01187-9.pdf
Reference36 articles.
1. Benmebarek N, Labdi H, Benmebarek S (2016) A numerical study of the active earth pressure on a rigid retaining wall for various modes of movements. Soil Mech Found Eng 53(1):39–45. https://doi.org/10.1007/s11204-016-9362-z
2. Chang MF (1997) Lateral earth pressures behind rotating walls. Can Geotech J 34(34):498–509
3. Chen J-J, Li M-G, Wang J-H (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
4. Chen F-Q, Lin Y-J, Li D-Y (2019) Solution to active earth pressure of narrow cohesionless backfill against rigid retaining walls under translation mode. Soils Found 59(1):151–161. https://doi.org/10.1016/j.sandf.2018.09.010
5. Chen F-Q, Yang J-T, Lin Y-J (2019) Active earth pressure of narrow granular backfill against rigid retaining wall near rock face under translation mode. Int J Geomech 19(12):04019133. https://doi.org/10.1061/(asce)gm.1943-5622.0001525
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