Experience with the parallel-hole method for estimation of the active stresses in a concrete mass-Reference-Cited by-同舟云学术

Experience with the parallel-hole method for estimation of the active stresses in a concrete mass

Published:1998-09 Issue:9 Volume:32 Page:540-544
ISSN:0018-8220
Container-title:Hydrotechnical Construction
language:en
Short-container-title:Hydrotechnical Construction

Author:

Kurlenya M. V.,Baryshnikov V. D.,Gakhova L. N.

Publisher

Springer Science and Business Media LLC

Subject

General Energy,Geotechnical Engineering and Engineering Geology,Ocean Engineering,Water Science and Technology,Energy Engineering and Power Technology

Link

http://link.springer.com/content/pdf/10.1007/BF02443674.pdf

Reference6 articles.

1. M. V. Kurlenya, V. D. Baryshnikov, and L. M. Gakhova, “On one approach to the evaluation and monitoring of the stress-strain state of water-development works,”,Gidrotekh. Stroit., No. 2, (1988).

2. M. V. Kurlenya, V. D. Baryshnikov et al., “On the stress-strain state of the Nikolaevsk Deposit,”Fiz.-tekh. Probl. Razrab. Polezn. Iskop., No. 2, (1982).

3. M. V. Kurlenya, V. D. Baryshnikov, G. F. Bobrov, S. N. Popov, and V. K. Fedorenko, Author's Certificate No. 877005, A method for determination of the SSS in a rock mass, Bulletin No. 15,Otkr. Izobr., No. 40, (1981).

4. V. D. Baryshnikov, S. M. Popov et al., “Means of field determination of the elastic properties of rock in the parallel-hole method,”Fiz.-tekh. Probl. Razrab. Polezn. Iskop., No. 1, (1982).

5. M. V. Kurlenya and S. N. Popov,Theoretical Bases of Stress Determination in Rocks [in Russian], Nauka, Moscow (1993).

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