Skip to main content
Log in

Technique of modeling dynamic stresses in piles by the photoelasticity method

  • Foundation Engineering
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Literature cited

  1. I. Kh. Kostin, Yu. I. Marshak, N. A. Strel'chuk, G. L. Khesin, and E. V. Yureneva, "Investigation of impacts by the photoelasticity method," in: Investigation and Calculation of Stresses in Machine Parts and Structures [in Russian], Nauka (1966).

  2. G. L. Khesin, I. Kh. Kostin, O. K. Slavin, and V. I. Ostrov, "Application of the dynamic photoelasticity method to a study of stresses in piles," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 6 (1968).

  3. I. Kh. Kostin, O. K. Slavin, G. L. Khesin, and V. N. Shpyakin, "Technique and apparatus for investigating dynamic problems by the photoelasticity method," in: Photoelasticity Method of Investigating Stresses [in Russian], LGU (1966).

  4. G. L. Khesin and I. Kh. Kostin, "Experimental technique in studying stress waves by the photoelasticity method," in: Photoelasticity Method of Investigating Stresses [in Russian], Nauka (1965).

Download references

Authors

Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 23–25, March–April, 1972.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Slavin, O.K., Ostrov, V.I. Technique of modeling dynamic stresses in piles by the photoelasticity method. Soil Mech Found Eng 9, 108–111 (1972). https://doi.org/10.1007/BF01702898

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF01702898

Keywords

Navigation