Establishing competent ground conditions with the DPSH
Auteur(s): |
C. J. MacRobert
T. J. Stergianos |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Journal of the South African Institution of Civil Engineering, 23 mars 2023, n. 1, v. 65 |
Page(s): | 2-6 |
DOI: | 10.17159/2309-8775/2023/v65n1a1 |
Abstrait: |
Insufficient information is currently available to fully understand the mechanism of rod friction in DPSH (Dynamic Probe Super Heavy) probing. Consequently, a method is proposed to distinguish profiles in which friction results in excessive blow counts based on normalised profiles. While friction-impacted DPSH profiles are difficult to interpret, those unaffected by friction show better equivalence to SPT (Standard Penetration Test) profiles, especially if used to screen for competent (SPT blow counts > 30) ground conditions. |
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sur cette fiche - Reference-ID
10725327 - Publié(e) le:
30.05.2023 - Modifié(e) le:
30.05.2023