Seismic Active Earth Pressure of Infinite Width Backfilled Soil on Cantilever Retaining Wall with Long Relief Shelf under Translational Mode
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-1194-6.pdf
Reference32 articles.
1. Azad A, Yasrobi SS, Pak A (2007) Seismic active pressure distribution history behind rigid retaining walls. Soil Dynamics and Earthquake Engineering 28(5):365–375, DOI: https://doi.org/10.1016/j.soildyn.2007.07.003
2. Bell FG (1987) Ground engineer’s reference book. Butterworths, London, DOI: https://doi.org/10.1016/0148-9062(88)91618-X
3. Bhushan CV (2021) Limit analysis of the retaining wall with relief shelves under static surcharge loading using FEM. Sādhanā 46(3.2021), DOI: https://doi.org/10.1007/s12046-021-01662-9
4. Bhushan CV, Dasaka SM (2021) Active earth pressure on retaining wall with a relief shelf: A novel analytical method. Innovative Infrastructure Solutions 7(1), DOI: https://doi.org/10.1007/s41062-021-00690-y
5. Chen FQ, Chen HB, Xu L, Lin LB (2022) Seismic pseudo-static active earth pressure of narrow granular backfill against an inverted t-type retaining wall under translational mode. Soil Dynamics and Earthquake Engineering 152: 2022, DOI: https://doi.org/10.1016/j.soildyn.2021.107018
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1. Analysis of Active Earth Pressure Behind Rigid Retaining Walls Considering Curved Slip Surface;Geotechnical and Geological Engineering;2023-08-02
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