Skip to main content
SpringerLink
Log in

Compressibility of limestone with three-dimensional loading

  • Rock Mechanics
  • Published:
Journal of Mining Science Aims and scope

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

Access this article

Log in via an institution

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

Instant access to the full article PDF.

Institutional subscriptions

Literature Cited

  1. Yu. F. Kovalenko and S. A. Khristianovich, "Elastic regime of operating oil deposits," Fiz.-Tekh. Probl. Razrab. Polezn. Iskop., No. 1 (1991).

  2. Yu. V. Kulinich, V. V. Viktorov, I. A. Vinitskii, and A. A. Sirotin, Test System of Unequal Component Triaxial Loading.

  3. K. H. Gerstle and H. Aschl, "Behavior of concrete under multiaxial stress states," J. Eng., Mech. Div., E M 6 December (1990).

  4. Yu. M. Glukhov, Yu. V. Kulinich, and G. V. Rykov, "Some results of experimental study of the mechanical characteristics of sandy soil with static loads," Prikl. Mekh. Tekh. Fiz., No. 3 (1978).

Download references

Authors
  1. Yu. V. Kulinich
    View author publications

    You can also search for this author in PubMed Google Scholar

Additional information

Institute of Applied Mechanics, Academy of Sciences of the USSR, Moscow. Translated from Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, No. 1, pp. 22–26, January-February, 1992.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Kulinich, Y.V. Compressibility of limestone with three-dimensional loading. J Min Sci 28, 19–22 (1992). https://doi.org/10.1007/BF00710975

Download citation

  • Received:

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF00710975

Keywords

Search

Navigation