Proceedings of the Rocscience International Conference (RIC 2023)

<Previous Article In Volume
Next Article In Volume>

Active and Passive Lateral Earth Pressure on Retaining Walls with Broken Sloped Backfill Using Finite Element Limit Analysis

Authors
Ali Shafiee1, *, Alireza Eskandarinejad2, Amir Hossein Shafiee3
1California State Polytechnic University Pomona, Pomona, CA, USA
2Golestan University, Gorgan, Iran
3Shahid Chamran University of Ahvaz, Ahvaz, Iran
*Corresponding author. Email: ashafiee@cpp.edu
Corresponding Author
Ali Shafiee
Available Online 8 November 2023.
DOI
10.2991/978-94-6463-258-3_24How to use a DOI?
Keywords
Finite Element Limit Analysis; Broken Sloped Backfill; Active Earth Pressure; Passive Earth Pressure
Abstract

Retaining walls with broken sloped backfill (RWBSB) are popular in North America in transportation projects. AASHTO (AASHTO LRFD Bridge Design Specifications, Customary U.S. Units. American Associa-tion of State Highway and Transportation Officials, 2020) suggests a limit equilibrium analysis to calculate lateral earth pressure on RWBSB. In this paper, we used upper bound (UB) and lower bound (LB) finite element limit analysis (FELA) under plane strain conditions to calculate active and passive earth pressures on RWBSB. The accuracy of the adopted numerical method is first verified against some simple cases of active and passive earth pressures in the literature. Using this validated numerical approach, a parametric study is further performed to calculate active and passive earth pressures on RWBSB. The influence of various parameters including backfill friction angle, soil-wall friction angle, slope inclination angle, and height of the broken slope on the active and passive earth pressures are systematically investigated and discussed.

Copyright
© 2023 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Download article (PDF)

<Previous Article In Volume
Next Article In Volume>
Volume Title
Proceedings of the Rocscience International Conference (RIC 2023)
Series
Atlantis Highlights in Engineering
Publication Date
8 November 2023
ISBN
978-94-6463-258-3
ISSN
2589-4943
DOI
10.2991/978-94-6463-258-3_24How to use a DOI?
Copyright
© 2023 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

risenwbib
TY  - CONF
AU  - Ali Shafiee
AU  - Alireza Eskandarinejad
AU  - Amir Hossein Shafiee
PY  - 2023
DA  - 2023/11/08
TI  - Active and Passive Lateral Earth Pressure on Retaining Walls with Broken Sloped Backfill Using Finite Element Limit Analysis
BT  - Proceedings of the Rocscience International Conference  (RIC 2023)
PB  - Atlantis Press
SP  - 225
EP  - 232
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-258-3_24
DO  - 10.2991/978-94-6463-258-3_24
ID  - Shafiee2023
ER  -