Numerical Analysis of H-Shape Barrette Pile Subjected to Vertical and Lateral Loadings

Author:

Khan A. B.ORCID,Thakare S. W.,Dhatrak A. I.

Publisher

Springer Nature Singapore

Reference8 articles.

1. Submaneewong C, Teparaksa W (2009) Performance of T-shape barrette pile against lateral force in Bangkok subsoils. J Southeast Asian Geotech Soc

2. Wakil AZEI, Nazir AK (2012) Behavior of laterally loaded small scale barrette in sand. Ain Shams Eng J 4:343–350. https://doi.org/10.1016/j.asej.2012.10.011

3. Chavda JT, Dodagoudar GR (2017) Evaluation of ultimate capacity of a single barrette using finite element analysis. Indian Geotech Conf

4. Poulos HG, Chow HSW, Small JC (2019) The use of equivalent circular piles to model the behavior of rectangular barrette foundations. Geotech Eng J SEAGS & AGSSEA, 50(3)

5. Qureshi S, Thakare SW, Dhatrak AI (2020) Performance of barrette foundations in sandy soil subjected to vertical loading. In: Proceedings of Indian geotechnical conference, Andhra University, Visakhapatnam

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