Bearing Capacity of T-Cross Section Piles in Sand
Autor(en): |
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: | Fachartikel |
Sprache(n): | Englisch |
Veröffentlicht in: | Civil and Environmental Engineering Reports, September 2017, n. 3, v. 26 |
Seite(n): | 133-144 |
DOI: | 10.1515/ceer-2017-0041 |
Abstrakt: |
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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19.02.2023 - Geändert am:
19.02.2023