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A platform for research: civil engineering, architecture and urbanism
Numerical and analytical study on uplift capacity of under-reamed piles in sand
In the present study, the uplift capacity of the under-reamed piles (also referred to as belled piles) in the sand was determined by following a finite element analysis. In this regard, the soil was assumed to obey Mohr-Coulomb's failure criteria, together with a non-associated flow rule. The pile geometry, soil, and pile properties were selected by following relevant literature. The friction angle (ϕ) of sand varied from 25°-45°, whereas the embedment ratio (L/D) of the pile was kept between 7.0-17.5. The computed uplift capacity was expressed in a non-dimensional manner. After comparison of uplift capacity with literature, an analytical equation to predict the uplift capacity of under-reamed\belled piles was developed using the generated failure patterns from numerical analysis. The proposed equation was validated using 300 datasets from literature which includes field and laboratory test both. The uplift capacity estimated with the developed equation correlates well with literature as the R2 value in all the cases was greater than 0.99.
Numerical and analytical study on uplift capacity of under-reamed piles in sand
In the present study, the uplift capacity of the under-reamed piles (also referred to as belled piles) in the sand was determined by following a finite element analysis. In this regard, the soil was assumed to obey Mohr-Coulomb's failure criteria, together with a non-associated flow rule. The pile geometry, soil, and pile properties were selected by following relevant literature. The friction angle (ϕ) of sand varied from 25°-45°, whereas the embedment ratio (L/D) of the pile was kept between 7.0-17.5. The computed uplift capacity was expressed in a non-dimensional manner. After comparison of uplift capacity with literature, an analytical equation to predict the uplift capacity of under-reamed\belled piles was developed using the generated failure patterns from numerical analysis. The proposed equation was validated using 300 datasets from literature which includes field and laboratory test both. The uplift capacity estimated with the developed equation correlates well with literature as the R2 value in all the cases was greater than 0.99.
Numerical and analytical study on uplift capacity of under-reamed piles in sand
Kumar, Ajay (author) / Khatri, Vishwas N. (author) / Gupta, Sunil K. (author)
Marine Georesources & Geotechnology ; 40 ; 104-124
2022-01-02
21 pages
Article (Journal)
Electronic Resource
Unknown
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