Soil Mechanics and Foundation Engineering

, Volume 32, Issue 4, pp 121–123 | Cite as

Assessment of the strength characteristics of soils of the glacial system from results of their static-penetration testing

  • O. I. Ignatova
Design
  • 19 Downloads

Abstract

Results of investigations of correlation relations between the strength φ and c and static-penetration data on soils of the glacial system are cited. Equations for determination of φ and c with respect to the specific resistance of the soil to the cone of the probe and in the friction coupling are obtained on the basis of the processing of research data with allowance for type of soil.

Keywords

Civil Engineer Structural Foundation Hydraulic Engineer Research Data Strength Characteristic 

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References

  1. 1.
    Construction Rule and Regulation 1.02.07-87. Engineering Surveys for Construction [in Russian].Google Scholar
  2. 2.
    O. I. Ignatova, L. G. Mariupol’skii, and A. Z. Gister, “Assessing the mechanical characteristics of soils from staticpenetration data,” Osn., Fundam. Mekh. Gruntov, No. 4, 21–24 (1990).Google Scholar
  3. 3.
    GOST 20069-81. Soils. A Method for Field Testing by Static Penetration [in Russian].Google Scholar
  4. 4.
    GOST 12248-78. Soils. Methods for Laboratory Determination of Shear Strength [in Russian].Google Scholar

Copyright information

© Plenum Publishing Corporation 1996

Authors and Affiliations

  • O. I. Ignatova

There are no affiliations available

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