Study on Mechanism of Load Transfer in Pile Raft Foundation

Author:

Vijaykumar ,Prasad S. K.,Chethan L.

Publisher

Springer Nature Singapore

Reference6 articles.

1. Irfan J, Irshad A (2022) Analysis and design of piled raft foundation taking into account interaction factors. Adv Civil Eng 2022(1334136):11. https://doi.org/10.1155/2022/1334136

2. Kumar A and Choudhury D (2015) Behaviour of combined pile-raft foundation (CPRF) under static and pseudo-static conditions using PLAXIS3D. In: 6th international conference on earthquake geotechnical engineering, 1–4 November 2015, Christchurch, New Zealand

3. Azad Hameed R, Ola Adel Q (2020) Behavior of pile rafts with raft size, number of piles and different pile length. In: AIP conference proceedings 2213, 020196. https://doi.org/10.1063/5.0000211, Published Online: 25 March 2020

4. Raj B, Srijit B (2020) Settlement behaviour of a pile raft subjected to vertical loadings in multilayered soil. ISSN: 1748–6025 (Print) 1748–6033 (Online) homepage: https://www.tandfonline.com/loi/tgeo20

5. Venkataraman B, Huang M et al (2019) Behavior and performance of piled raft—a comprehensive study. In: Proceeding of 16th Asian regional conference on soil mechanics and geotechnical engineering, Oct 14–18 2019, Taipei, Taiwan. http://seags.ait.asia/16arc-proceedings/16arc-proceedings/

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