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Identification of local organic soils based on cone penetration test results

Author(s):
Medium: journal article
Language(s): en 
Published in: Budownictwo i Architektura, , n. 2, v. 13
Page(s): 049-056
DOI: 10.35784/bud-arch.1877
Abstract:

This paper presents the results of attempts to identify organic soils on the basis of test results performed under in situ conditions by cone penetration testing (CPT). The results of 439 selected tests were analysed which reflected the behaviour of local organic soils of organic matter ranging from 6,3 to 17,4%. Crucial to soil investigation were values measured of cone resistance (qc) and sleeve friction (fs) and the friction ratio (Rf) estimated according to those values. To identify organic soils, selected criteria were used, proposed among others by: Mayne, Marr, Bergmann, Schmertmann, Capanella and Robertson [2,5]. An analysis showed that an identification of organic soil types in terms of the present classification of standards, in view of the criteria used, is ambiguous and does not allow to identify them precisely by CPT.

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: 10.35784/bud-arch.1877.
  • About this
    data sheet
  • Reference-ID
    10475972
  • Published on:
    25/11/2020
  • Last updated on:
    25/11/2020