Model test study on single and group under-reamed piles in sand under compression and tension

Author:

Majumder Mantu,Chakraborty Debarghya,Kumawat Vishal

Funder

SRIC, Indian Institute of Technology Kharagpur

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Reference62 articles.

1. Cooke RW, Whitaker T (1961) Experiments on model piles with enlarged bases. Geotechnique 11(1):1–13

2. Mohan D, Murthy VNS, Jain GS (1969) Design and construction of multi-under-reamed piles. In: 7th international conference on soil mechanics and foundation engineering, Mexico, pp. 183–186

3. Christopher T, Gopinath MB (2016) Parametric study of underreamed piles in sand. Int J Eng Res Technol 5(7):577–581

4. Abbas HO (2021) Compressive capacity of conventional and under reamed piles in soft clay. In: IOP Conference series: materials science and engineering, IOP Publishing, Vol. 1076, No. 1, p. 012094

5. Chandrasekaran V, Garg KG, Prakash C (1978) Behaviour of isolated bored enlarged base pile under sustained vertical loads. Soils Found 18(2):1–15

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Prediction of compression capacity of under-reamed piles in sand and clay;Multiscale and Multidisciplinary Modeling, Experiments and Design;2024-01-05

2. Group Efficiency of Tension Double Under-Reamed Piles in Sand;Indian Geotechnical Journal;2022-08-08

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