An Analytical Method for Designing Embedded Retaining Walls
- DOI
- 10.2991/978-94-6463-258-3_23How to use a DOI?
- Keywords
- intermediate earth pressures; the Generalized Coefficient of Earth Pressure; elastic beam theory
- Abstract
Intermediate earth pressures act on the wall when the latter has not moved enough so that the active or passive state to be reached. These pressures are of particular importance for designing embedded retaining walls; embedded walls are flexible structures and along their length different soil state may exist at the same time. Very recently, the author proposed a continuum mechanics approach for deriving earth pressure coefficients for any soil state between the at-rest state and the active or passive state, applicable to cohesive-frictional soils and both horizontal and vertical pseudo-static conditions. The same method also provides analytical expression for the calculation of the required wall movement (at any depth) for the mobilization of the active or passive failure state. In the present paper the author suggests a new, fully analytical method for designing embedded retaining walls, combining the proposed method with the elastic beam theory. An application example is given along with comparison with the finite element method.
- 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 - Lysandros Pantelidis PY - 2023 DA - 2023/11/08 TI - An Analytical Method for Designing Embedded Retaining Walls BT - Proceedings of the Rocscience International Conference (RIC 2023) PB - Atlantis Press SP - 217 EP - 224 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-258-3_23 DO - 10.2991/978-94-6463-258-3_23 ID - Pantelidis2023 ER -