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Performance of Barrette Foundations in Sandy Soil Subjected to Vertical and Lateral Loading

Qureshi, Sohail / Dighe, Sunil / Thakare, S. W. / Dhatrak, A. I.

This paper presents the results of experimental investigations of barrette foundations of various shapes, viz, rectangular, T-shape, cruciform shape and H-shape resting in sand and subjected to vertical and lateral loading. Model pile load tests were conducted in a laboratory setup and ultimate vertical and lateral capacities of the piles were determined. The results show that Barrettes have much higher ultimate vertical and lateral capacities as compared to that of a circular pile of same c/s area. The shape of barrette influences the ultimate vertical and lateral loading capacity of the pile.

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Performance of Barrette Foundations in Sandy Soil Subjected to Vertical and Lateral Loading

Qureshi, Sohail / Dighe, Sunil / Thakare, S. W. / Dhatrak, A. I.

This paper presents the results of experimental investigations of barrette foundations of various shapes, viz, rectangular, T-shape, cruciform shape and H-shape resting in sand and subjected to vertical and lateral loading. Model pile load tests were conducted in a laboratory setup and ultimate vertical and lateral capacities of the piles were determined. The results show that Barrettes have much higher ultimate vertical and lateral capacities as compared to that of a circular pile of same c/s area. The shape of barrette influences the ultimate vertical and lateral loading capacity of the pile.

Performance of Barrette Foundations in Sandy Soil Subjected to Vertical and Lateral Loading

Qureshi, Sohail / Dighe, Sunil / Thakare, S. W. / Dhatrak, A. I.

This paper presents the results of experimental investigations of barrette foundations of various shapes, viz, rectangular, T-shape, cruciform shape and H-shape resting in sand and subjected to vertical and lateral loading. Model pile load tests were conducted in a laboratory setup and ultimate vertical and lateral capacities of the piles were determined. The results show that Barrettes have much higher ultimate vertical and lateral capacities as compared to that of a circular pile of same c/s area. The shape of barrette influences the ultimate vertical and lateral loading capacity of the pile.

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Title:

Performance of Barrette Foundations in Sandy Soil Subjected to Vertical and Lateral Loading

Additional title:

Lecture Notes in Civil Engineering

Contributors:

Satyanarayana Reddy, C. N. V. (editor) / Muthukkumaran, K. (editor) / Satyam, Neelima (editor) / Vaidya, Ravikiran (editor) / Qureshi, Sohail (author) / Dighe, Sunil (author) / Thakare, S. W. (author) / Dhatrak, A. I. (author)

Published in:

Ground Characterization and Foundations ; Chapter: 63 ; 725-739

Lecture Notes in Civil Engineering ; 167

Publication date:

2021-09-27

Size:

15 pages

ISBN:

978-981-16-3383-6 , 978-981-16-3382-9

ISSN:

2366-2565 , 2366-2557

DOI:

https://doi.org/10.1007/978-981-16-3383-6_63

Type of media:

Article/Chapter (Book)

Type of material:

Electronic Resource

Language:

English

Keywords:

Engineering , Geoengineering, Foundations, Hydraulics , Building Materials , Geotechnical Engineering & Applied Earth Sciences

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