A New Method for Determination of 3D Active Earth Pressure of Unsaturated Backfills
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-021-0508-9.pdf
Reference44 articles.
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2. Al-Homoud AS, Whitman RV (1995) Comparison between fe prediction and results from dynamic centrifuge tests on tilting gravity walls. Soil Dynamics and Earthquake Engineering 14(4):259–268, DOI: https://doi.org/10.1016/0267-7261(94)00051-h
3. Antão AN, Santana TG, Da Silva MV, Guerra NMC (2016) Three-dimensional active earth pressure coefficients by upper bound numerical limit analysis. Computers and Geotechnics 79:96–104, DOI: https://doi.org/10.1016/j.compgeo.2016.05.022
4. Cao WG, Liu T, Xu Z (2019) Estimation of active earth pressure on inclined retaining wall based on simplified principal stress trajectory method. International Journal of Geomechanics 19(7):06019011, DOI: https://doi.org/10.1061/(ASCE)gm.1943-5622.0001447
5. Drucker DC, Prager W (1952) Soil mechanics and plastic analysis or limit design. Quarterly of Applied Mathematics 10(2):157–165, DOI: https://doi.org/10.1090/qam/48291
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2. Estimation of 3D earth pressure with inclined backfill surface considering seismic loads and suction effects;International Journal for Numerical and Analytical Methods in Geomechanics;2023-02-19
3. Three-Dimensional Active Earth Pressures for Unsaturated Backfills with Cracks Considering Steady Seepage;International Journal of Geomechanics;2023-02
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