Back Analysis of Support Force—A Case Study
- DOI
- 10.2991/978-94-6463-258-3_38How to use a DOI?
- Keywords
- Slope Stability Analysis; Limit Equilibrium; Finite Element
- Abstract
Subsurface investigation for County Road 90 in Athens County, Ohio, indicated presence of reddish brown non-durable claystone bedrock of the Pennsylvanian aged Monongahela Group. The slope failure is an approximately 90 ft long slope section affected by landslide activity. The ground movement is associated with rotational type slope movement of fill and residual soil mass over the weathered bedrock surface. To remediate the landslide, a drilled shaft soldier pile cantilever retaining wall system was recommended. Ohio Department of Transportation recommends designing drilled shaft retaining wall based on guidance in their Geotechnical Design Manual. The force on the drilled shaft is calculated using the software program UA Slope to design the drilled shaft. In this article, the authors have compared the force generated on the drilled shaft with 2-dimensional model through the finite element shear strength reduction method (FEM) and back analysis of support force using a traditional limit equilibrium method (LEM). This paper will discuss the advantage of FEM and LEM methods to back calculate support force over UA Slope.
- 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
TY - CONF AU - Bijoy K. Halder AU - Kevin M. Erns PY - 2023 DA - 2023/11/08 TI - Back Analysis of Support Force—A Case Study BT - Proceedings of the Rocscience International Conference (RIC 2023) PB - Atlantis Press SP - 373 EP - 382 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-258-3_38 DO - 10.2991/978-94-6463-258-3_38 ID - Halder2023 ER -