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Stress-Strain State of Pile Beds Tested under a Static Loading

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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

The stress-strain state of the beds of prismatic piles subjected to static testing is analyzed, and the influence exerted by the distance between test and anchor piles and the depth of their embedment on the stress-strain state of the soil is examined.

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REFERENCES

  1. GOST 5686-94. Piles. Methods of Field Testing [in Russian].

  2. A. V. Pilyagin and A. B. Shukenbaev, Effect of anchor piles on the stress-strain state of the beds during static testing, Proceedings of the Fifth International Conference on Problems of Pile Foundation Engineering [in Russian], Vol. 1, Moscow (1996), pp. 131-136.

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Authors and Affiliations

  1. Mari State Technical University, USA

    A. V. Pilyagin & A. B. Shukenbaev

Authors
  1. A. V. Pilyagin
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  2. A. B. Shukenbaev
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Pilyagin, A.V., Shukenbaev, A.B. Stress-Strain State of Pile Beds Tested under a Static Loading. Soil Mechanics and Foundation Engineering 38, 75–79 (2001). https://doi.org/10.1023/A:1017913914459

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  • DOI: https://doi.org/10.1023/A:1017913914459

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