Evaluation of the Active and Passive Pseudo-dynamic Earth Pressures using Finite Element Limit Analysis and Second-order Cone Programming-Reference-Cited by-同舟云学术

Evaluation of the Active and Passive Pseudo-dynamic Earth Pressures using Finite Element Limit Analysis and Second-order Cone Programming

Published:2023-01-23 Issue:3 Volume:41 Page:1921-1936
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Fathipour Hessam^ORCID,Safardoost Siahmazgi Amirhossein,Payan Meghdad,Jamshidi Chenari Reza,Veiskarami Mehdi

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

https://link.springer.com/content/pdf/10.1007/s10706-023-02381-0.pdf

Reference65 articles.

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2. Anderheggen E, Knöpfel H (1972) Finite element limit analysis using linear programming. Int J Solids Struct 8(12):1413–1431

3. Andersen E, Roos C, Terlaky T (2003) On implementing a primal-dual interior-point method for conic quadratic optimization. Math Program 95(2):249–277

4. Anvar SA, Ghahramani A (1997) Equilibrium equations, on zero extension lines and their application to soil engineering. Iran J Sci Technol 21(1):11–34

5. Bahmani Tajani S, Fathipour H, Payan M, Jamshidi Chenari R, Senetakis K (2022) Temperature-dependent lateral earth pressures in partially saturated backfills. Eur J Environ Civ Eng. https://doi.org/10.1080/19648189.2022.2125911

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