Estimation of seismic active earth pressure on reinforced retaining wall using lower bound limit analysis and modified pseudo-dynamic method
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering
Reference83 articles.
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3. Full-scale mechanically stabilized earth (MSE) walls under strip footing load;Ahmadi;Geotext. Geomembranes,2018
4. Interaction mechanisms in small-scale model MSE walls under the strip footing load;Ahmadi;Geosynth. Int.,2021
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1. Analytical solution for displacement-dependent active earth pressure considering the stiffness of cantilever retaining structure in cohesionless soil;Computers and Geotechnics;2024-06
2. Analysis of basalt fiber reinforcement on static shear properties of Beibu Gulf sea sand;IOP Conference Series: Earth and Environmental Science;2024-05-01
3. Three-Dimensional Face Stability Assessments of Seismic Tunnels in Weak Rock Masses;KSCE Journal of Civil Engineering;2024-02-24
4. Pseudo-static Solution of Active Earth Pressure Against Relief Shelf Retaining Wall Rotating Around Heel Under Seismic Load;2023-11-20
5. How do tall buildings affect seismic earth pressures on their basement walls?;Soil Dynamics and Earthquake Engineering;2023-08
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