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Numerical Analysis of H-Shape Barrette Pile Subjected to Vertical and Lateral Loadings
https://orcid.org/http://orcid.org/0000-0001-8439-2125
Due to a significant pressure transmission on the earth, deep foundations are required for the design of high-rise structures. The foundations of such high-rise buildings employ barrettes, which have enhanced lateral surfaces and can detect large, considerable vertical and horizontal stresses and so can replace conventional circular piles. In the present study, the ultimate vertical and lateral capacities of H-shaped barrette piles were determined by performing numerical analysis using MIDAS GTS NX in clayey, sandy and c-ϕ types of soil. In order to calculate the percentage increase in the ultimate vertical and lateral capacities, these results were compared with those obtained using circular piles with the same cross-sectional area. The results showed that H-shaped barrette pile shows greater ultimate vertical and lateral capacities as compared with conventional circular piles having the same cross-sectional area and so proves to be economical.
Numerical Analysis of H-Shape Barrette Pile Subjected to Vertical and Lateral Loadings
https://orcid.org/http://orcid.org/0000-0001-8439-2125
Due to a significant pressure transmission on the earth, deep foundations are required for the design of high-rise structures. The foundations of such high-rise buildings employ barrettes, which have enhanced lateral surfaces and can detect large, considerable vertical and horizontal stresses and so can replace conventional circular piles. In the present study, the ultimate vertical and lateral capacities of H-shaped barrette piles were determined by performing numerical analysis using MIDAS GTS NX in clayey, sandy and c-ϕ types of soil. In order to calculate the percentage increase in the ultimate vertical and lateral capacities, these results were compared with those obtained using circular piles with the same cross-sectional area. The results showed that H-shaped barrette pile shows greater ultimate vertical and lateral capacities as compared with conventional circular piles having the same cross-sectional area and so proves to be economical.
Numerical Analysis of H-Shape Barrette Pile Subjected to Vertical and Lateral Loadings
https://orcid.org/http://orcid.org/0000-0001-8439-2125
Due to a significant pressure transmission on the earth, deep foundations are required for the design of high-rise structures. The foundations of such high-rise buildings employ barrettes, which have enhanced lateral surfaces and can detect large, considerable vertical and horizontal stresses and so can replace conventional circular piles. In the present study, the ultimate vertical and lateral capacities of H-shaped barrette piles were determined by performing numerical analysis using MIDAS GTS NX in clayey, sandy and c-ϕ types of soil. In order to calculate the percentage increase in the ultimate vertical and lateral capacities, these results were compared with those obtained using circular piles with the same cross-sectional area. The results showed that H-shaped barrette pile shows greater ultimate vertical and lateral capacities as compared with conventional circular piles having the same cross-sectional area and so proves to be economical.
Numerical Analysis of H-Shape Barrette Pile Subjected to Vertical and Lateral Loadings
Lecture Notes in Civil Engineering
Shukla, Sanjay Kumar (editor) / Raman, Sudharshan N. (editor) / Bhattacharjee, B. (editor) / Singh, Priyanka (editor) / Khan, A. B. (author) / Thakare, S. W. (author) / Dhatrak, A. I. (author)
International Conference on Trends and Recent Advances in Civil Engineering ; 2022 ; Noida, India
2023-06-22
13 pages
Article/Chapter (Book)
Electronic Resource
English
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