THE EVALUATION OF SHEAR STRENGTH OF ROCK JOINTS BASED ON THE DIGITIZED ROUGHNESS PROFILE-Reference-Cited by-同舟云学术

THE EVALUATION OF SHEAR STRENGTH OF ROCK JOINTS BASED ON THE DIGITIZED ROUGHNESS PROFILE

Published:2000-03-21 Issue:645 Volume:2000 Page:255-266
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

OHNISHI Yuzo¹,OHTSU Hiroyasu¹,YANO Takao¹,KATO Masahiro¹,TAKADA Yusuke¹

Affiliation:

1. JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/2000/645/2000_645_255/_pdf

Reference12 articles.

1. 1) 大西有三, 矢野隆夫, 岩本宏, 西川直人: 岩石一面せん断試験装置およびラフネス計測装置の開発・研究とその変遷, 土木学会論文集, No. 645/III-50, pp. 307-320, 2000.

2. 2) Barton, N. and Choubey, V.: The shear strength of rock joints in theory and practice, Rock Mechanics, Vol. 10, pp. 1-65, 1971.

3. 3) Barton, N. R.: Review of a new strength criterion for rock joint, Eng., Geol., Vol. 4, No. 4, pp. 287-332, 1973.

4. 4) Patton, F. D.: Multiple Models of Shear Failure in Rock, Proc. 1st Cong. ISRM (Lisbon), Vol. 1, pp. 509 513, 1966.

5. 5) Ladanyi, B. and Archambault, G.: Simulation of the shear behavior of a jointed rock mass, Proc. 11th symposium on Rock Mechanics, AIME, pp. 105-125, 1970.

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1. FUNDAMENTAL RESEARCH ON THE FALLING OF CONCRETE PIECE FROM TUNNEL LINING;Doboku Gakkai Ronbunshuu F;2009

2. THE MODELING OF THE SHEAR BEHAVIOR OF ROCK JOINTS IN CONSIDERATION OF THE MATERIAL FRICTION AND THE JOINT SURFACE ROUGHNESS;Doboku Gakkai Ronbunshu;2001-06-21

3. THE APPLICATION OF THE ANALYSIS METHOD CONSIDERING THE CHANGE OF GEOMETRICAL CONDITION OF JOINT SURFACE DURING SHEAR PROCEDURE FOR THE PREDICTION OF THE SHEAR STRENGTH;Doboku Gakkai Ronbunshu;2000-12-21