Upper bound solution to seismic active earth pressure of submerged backfill subjected to partial drainage
Author:
Publisher
Springer Science and Business Media LLC
Subject
Architecture,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11709-021-0776-y.pdf
Reference43 articles.
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2. Choudhury D, Katdare A D, Pain A. New method to compute seismic active earth pressure on retaining wall considering seismic waves. Geotechnical and Geological Engineering, 2014, 32(2): 391–402
3. Krabbenhoft K. Static and seismic earth pressure coefficients for vertical walls with horizontal backfill. Soil Dynamics and Earthquake Engineering, 2018, 104: 403–407
4. Kolathayar S, Ghosh P. Seismic active earth pressure on walls with bilinear backface using pseudo-dynamic approach. Computers and Geotechnics, 2009, 36(7): 1229–1236
5. Shukla S K, Gupta S K, Sivakugan N. Active earth pressure on retaining wall for c-φ soil backfill under seismic loading condition. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135(5): 690–696
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Active and Passive Lateral Earth Pressure with Anisotropic Seepage Effect;International Journal of Geomechanics;2024-08
2. Seismic active earth pressure on a retaining wall in unsaturated soils with cracks for changing water table;ROCK SOIL MECH;2023
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