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Bearing Capacity of T-Cross Section Piles in Sand

Author(s): (Bases and foundations department, Kyiv National University of Construction and Architecture, Ukraine, Kyiv-037, Povitroflotsky Avenue, Kyiv , Ukraine)
Medium: journal article
Language(s): English
Published in: Civil and Environmental Engineering Reports, , 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.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1515/ceer-2017-0041.
  • About this
    data sheet
  • Reference-ID
    10705288
  • Published on:
    19/02/2023
  • Last updated on:
    19/02/2023
 
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