Experimental Investigation of the Uplift and Lateral Bearing Capacity of Root Piles
- 1 January 2021
- journal article
- research article
- Published by Springer Science and Business Media LLC in Soil Mechanics and Foundation Engineering
- Vol. 57 (6), 473-479
- https://doi.org/10.1007/s11204-021-09695-2
Abstract
No abstract availableKeywords
This publication has 7 references indexed in Scilit:
- Numerical simulation of XCC pile penetration in undrained clayComputers and Geotechnics, 2019
- Bearing behavior and failure mechanism of squeezed branch pilesJournal of Rock Mechanics and Geotechnical Engineering, 2018
- Axial compressive capacity of helical piles from field tests and numerical studyCanadian Geotechnical Journal, 2013
- Uplift Capacity of Belled and Multi-Belled Piles in Dense SandSoils and Foundations, 2011
- Uplift Behavior of Screw Anchors in Sand. I: Dry SandJournal of Geotechnical Engineering, 1991
- Performance of piles with enlarged bases subject to uplift forcesCanadian Geotechnical Journal, 1990
- Uplift Capacity of Piles in SandJournal of Geotechnical Engineering, 1986