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Generalization of the Test Results of Bored Piles in Rocky Soils

Generalization of the Test Results of Bored Piles in Rocky Soils Bored piles embedded in rocky soils or cutting through them are often used in foundations of high-rise buildings. The results of investigations at the unique facilities in Moscow and Ekaterinburg show that the bearing capacity of such piles is provided mainly by friction on the lateral surface, and in 90% of the cases when the pile cuts through rocky soils its heel is not included in the work. Recommendations are given for assessing the bearing capacity of bored piles in rocky soils. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Soil Mechanics and Foundation Engineering Springer Journals

Generalization of the Test Results of Bored Piles in Rocky Soils

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References (19)

Publisher
Springer Journals
Copyright
Copyright © Springer Science+Business Media, LLC, part of Springer Nature 2022
ISSN
0038-0741
eISSN
1573-9279
DOI
10.1007/s11204-022-09777-9
Publisher site
See Article on Publisher Site

Abstract

Bored piles embedded in rocky soils or cutting through them are often used in foundations of high-rise buildings. The results of investigations at the unique facilities in Moscow and Ekaterinburg show that the bearing capacity of such piles is provided mainly by friction on the lateral surface, and in 90% of the cases when the pile cuts through rocky soils its heel is not included in the work. Recommendations are given for assessing the bearing capacity of bored piles in rocky soils.

Journal

Soil Mechanics and Foundation EngineeringSpringer Journals

Published: Mar 1, 2022

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