AN ANALYSIS ON BEHAVIOR OF STRAIN-SOFTENING AND DILATANT ROCK AROUND AN OPENING UNDER NON-HYDROSTATIC STRESS CONDITION-Reference-Cited by-同舟云学术

AN ANALYSIS ON BEHAVIOR OF STRAIN-SOFTENING AND DILATANT ROCK AROUND AN OPENING UNDER NON-HYDROSTATIC STRESS CONDITION

Published:1993-12-21 Issue:481 Volume:1993 Page:41-48
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

ESAKI Tetsuro¹,JIANG Yujing¹,AIKAWA Akira¹

Affiliation:

1. JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/1993/481/1993_481_41/_pdf

Reference13 articles.

1. 1) Detournay, E. and Fairhurst, C.: Two-dimensional elastoplastic analysis of a long, cylindrical cavity under nonhydrostatic loading, Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. Vol. 24, No. 4, pp. 197-211, 1987.

2. 2) Jaeger, J. C. and Cook, N. G.: Fundamentals of Rock Mechanics, Chapman and Hall, London, pp. 414-424, 1969.

3. 3) Kastner, H.: Statik des Tunnel- und Stollenbaues, springer-Verlag, 1971 (金原弘訳「トンネルの力学」森北出版, 1974).

4. 4) Egger, P.: Rock pressure in tunnelling and stabilizing effect of the tunnel face in rock beyond failure, Proc. 3rd. ISRM, Denver, pp. 1007-1011, 1974.

5. 5) Wilson, H.: A method of estimating the closure and strength of lining required in drivages surrounded by a yield zone. Int. J. Rock Mech. Min. Vol. 17, No. 6, pp. 349-355, 1980.

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