Bearing Capacity of T-Cross Section Piles in Sand
Author(s): |
Oleg Malyshev
(Bases and foundations department, Kyiv National University of Construction and Architecture, Ukraine, Kyiv-037, Povitroflotsky Avenue, Kyiv , Ukraine)
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Medium: | journal article |
Language(s): | English |
Published in: | Civil and Environmental Engineering Reports, September 2017, n. 3, v. 26 |
Page(s): | 133-144 |
DOI: | 10.1515/ceer-2017-0041 |
Abstract: |
This paper describes a series of pile tests in sand. T-cross and square cross section piles were jacking by static vertical load with a vibration. Special tests were carried out to examine the influence of T-cross section pile form on it bearing capacity, and the results of comparison bearing capacity on one cub meter of T-cross and square cross section jacking piles in the same ground conditions are described. The jacking vertical static load, sizes of displacements and compaction zones of a ground around a shaft of the experienced piles were investigated. |
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10705288 - Published on:
19/02/2023 - Last updated on:
19/02/2023