An Analytical Method for the Calculation of the Shaft Resistance of Axially Loaded Piles in Cohesive-Frictional Soils
- DOI
- 10.2991/978-94-6463-258-3_22How to use a DOI?
- Keywords
- Shaft resistance of piles; Effective stress analysis; Earth pressure at-rest; Cohesive-frictional soils
- Abstract
According to the current practice, the unit shaft resistance of piles based on ground parameters is calculated usually with the
$$a$$ -method or the$$\beta $$ -method. And while the physics behind these methods is simple and adequate for calculating the shaft resistance of piles in clays and sands for total and effective stress analysis respectively, the main difficulty in applying the effective stress approach in clays is to estimate the radial effective stress acting on the pile. In the present paper this is addressed by a proposed earth pressure at-rest coefficient, applicable to cohesive-frictional soils. The proposed coefficient is the product of a fully analytical, continuum mechanics approach, which, when applied to cohesionless soils, is simplified to the well-known$${K}_{O}=1-\mathrm{sin}\varphi^ {\prime}$$ , expression. Comparison examples show excellent agreement of the analytically derived shaft resistance capacities with the respective numerical ones.- 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 the Calculation of the Shaft Resistance of Axially Loaded Piles in Cohesive-Frictional Soils BT - Proceedings of the Rocscience International Conference (RIC 2023) PB - Atlantis Press SP - 209 EP - 216 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-258-3_22 DO - 10.2991/978-94-6463-258-3_22 ID - Pantelidis2023 ER -