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Soil Mechanics and Foundation Engineering

, Volume 30, Issue 1, pp 11–14 | Cite as

Method of operational monitoring of the bearing capacity of bases in rammed excavations

  • B. V. Bakholdin
  • V. I. Sturov
  • V. M. Bessonov
Soil Mechanics
  • 18 Downloads

Abstract

Joint statistical processing of the values of recorded refusals of a ram and results of tests of prepared foundations by impressing loads enabled the authors to establish a correlation between the bearing capacity of foundations in rammed excavations and refusals of a ram at the end of ramming, with fixed values of the heights to which the latter are lifted. The derived correlations can be used to monitor the bearing capacity of foundations in rammed excavations during their construction.

Keywords

Civil Engineer Statistical Processing Excavation Structural Foundation Hydraulic Engineer 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

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    V. I. Krutov, Yu. A. Bagdasarov, and I. G. Rabinovich, Foundations in Rammed Excavations [in Russian], Stroiizdat, Moscow (1985).Google Scholar
  2. 2.
    Guide to Designing of Foundations of Buildings and Structures [in Russian], Stroiizdat, Moscow (1986).Google Scholar
  3. 3.
    Manual for Designing and Constructing Foundations in Rammed Excavations [in Russian], Stroiizdat, Moscow (1981).Google Scholar
  4. 4.
    Recommendations for Designing and Constructing Foundations in Rammed Excavations on Clay, Water-Saturated, and Sandy Soils [in Russian], NIIOSP, Moscow (1987).Google Scholar
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    V. A. Rafal'zuk and Yu. A. Bagdasarov, "Determination of the bearing capacity of foundations in rammed excavations," Osn., Fundam. Mekh. Gruntov, No. 6, 22–23 (1981).Google Scholar

Copyright information

© Plenum Publishing Corporation 1993

Authors and Affiliations

  • B. V. Bakholdin
  • V. I. Sturov
  • V. M. Bessonov

There are no affiliations available

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