Soil Mechanics and Foundation Engineering

, Volume 29, Issue 6, pp 203–204 | Cite as

Investigation of the operation of pile foundations with dynamic loads

  • S. I. Grib
  • Yu. P. Khmelev
  • V. N. Shabanov
  • V. A. Ulyashinskii
Design
  • 32 Downloads

Abstract

Static and dynamic tests of two single piles and a cluster of four piles with a high foundation mat were conducted in full-scale conditions. A procedure is suggested for processing tests to evaluate the seismic stability of pile foundations, and coefficients are derived for reduction of the load on piles, which fully agree with analogous seismic coefficients of the conditions of operation given in Construction Standard and Rules and make it possible to choose the optimum variant of a pile foundation.

Keywords

Civil Engineer Dynamic Load Structural Foundation Hydraulic Engineer Dynamic Test 

Literature cited

  1. 1.
    Manual for Designing Foundations of Machines with Dynamic Loads [in Russian], Stroiizdat, Moscow (1982).Google Scholar
  2. 2.
    O. Ya. Shekhter and M. N. Golubtsova, "Effect of the distance between piles on stiffness coefficients of pile foundations of machines with dynamic loads," Tr. NII Osnovanii, No. 86, 114–119 (1986).Google Scholar

Copyright information

© Plenum Publishing Corporation 1993

Authors and Affiliations

  • S. I. Grib
    • 1
  • Yu. P. Khmelev
    • 1
  • V. N. Shabanov
    • 1
  • V. A. Ulyashinskii
    • 1
  1. 1.Siberian Branch of the All-Union Scientific Research Institute of Hydraulic EngineeringUSSR

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