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Vol 48 Iss. 1
Pages:
56-60
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RUS
Article

Influence of test duration on the value of shear resistance of clayey rocks

Authors:
R. E. Dashko
Date submitted:
1962-07-09
Date accepted:
1962-09-11
Date published:
1963-09-02

Abstract

In clayey rocks under the action of a certain shear stress τ creep deformations develop in time. At values of shear resistance t, less than some value creep deformations have a damping character. When exceeded, creep deformations are not damped, and in plastic or frozen clay rocks their development in time leads to rock failure. The greater the magnitude of the shear stress, the earlier the clay rock fractures.

Область исследования:
(Archived) Geomechanics
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References

  1. Vyalov S. S., Skibitsky A. M. Geologic Processes in Soils. Gosstroyizdat, 1961.
  2. Goldstein M. N. Creep and long-term strength of clayey rocks. Proc. of the Meeting on engineering-geological properties of rocks and methods of their study. PH of the AS USSR, 1957.
  3. Kogan Ya.L., Ioselevich V. A. Strength and Prolonged Strength of clayey rocks. Bases, Foundations and Mechanics of Soils, 1961, No. 5.
  4. Meschan S. R. On the influence of test duration on the shear resistance of soils. RAS AS Arm. SSR, 1961, vol. XXXII, No. 1.
  5. Meschan S. R. On the Question of Long-Term Shear Resistance of Clay Soils. Proc. of the AS of Arm. SSR, 1962, vol. XV, No. 2.
  6. Lomtadze V. D. Methods of Laboratory Investigations of Physical and Mechanical Properties of Sandy and Clay Soils. Gosgeoltekhizdat, 1952.
  7. Nichiporovich A. A. Resistance of Cohesive Soils to Shear in Calculations of Hydraulic Structures for Stability. Stroyizdat, 1948.
  8. Chapovsky E. G. Instruction on Determination of Physical and Mechanical Characteristics of Sandy and Clay Soils. Gosgeolizdat. 1958.

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