A method of calculating the optimum support parameters for development workings

Author:

Aitmatov I. T.,Beknazarov T. S.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,General Engineering

Reference19 articles.

1. P. A. Rebinder, “The structural-mechanical properties of rocks,” in: Problems of Tectonic Physics [in Russian], Gosgeoltekhizdat, Moscow (1960).

2. A. A. Repko, “On changes in the volume of argillaceous rocks and equivalent materials due to creep under uniaxial compression”, in: Problems in the Rheology of Rocks [in Russian], Naukova Dumka, Kiev (1970).

3. E. P. Shusherina, “The coefficient of lateral deformation and the bulk deformation of frozen soils during the creep process,” in: Permafrost Research [in Russian], No. 5, Izdvo MGU, Moscow (1966).

4. Zh. S. Erzhanov, A. S. Saginov, and Yu. A. Vekler, Calculation of the Stability of Mine Workings Subjected to Large Deformations [in Russian], Nauka, Alma-Ata (1973).

5. S. R. Meschyan, “On the long-term resistance of clay soils to shear,” Izv. Akad. Nauk ArmSSR,15, No. 2, (1962).

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