Modified Pseudo-dynamic Bearing Capacity of Strip Footing Resting on Layered Soil
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40996-020-00540-4.pdf
Reference69 articles.
1. Ahmadi MM, Kouchaki B (2016) New and simple equations for ultimate bearing capacity of strip footings on Two layered clays: numerical study. Int J Geomech. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000615
2. Bellezza I (2014) A new pseudo-dynamic approach for seismic active soil thrust. Geotech Geol Eng 32(2):561–576
3. Bellezza I (2015) Seismic active soil thrust on walls using a new pseudo-dynamic approach. Geotech Geol Eng 33(4):795–812
4. Benmebarek S, Benmoussa S, Belounar L, Benmebarek N (2012) Bearing capacity of shallow foundation on two clay layers by numerical approach. Geotech Geological Eng. https://doi.org/10.1007/s10706-012-9513-6
5. Bera KM, Sasmal S (2017) Ultimate bearing capacity analysis of square footing on two-layered soil. J Geotech Stud Mater J 2(1):1–11
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1. Seismic Bearing Capacity Solution for Strip Footings in Unsaturated Soils with Modified Pseudo-Dynamic Approach;Mathematics;2023-06-14
2. Seismic bearing capacity of rock foundations subjected to seepage by a unilateral piece-wise log-spiral failure mechanism;Computers and Geotechnics;2023-06
3. Modified pseudo–dynamic bearing capacity of strip footing on rock masses;Computers and Geotechnics;2022-10
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