Tunnel roof deflection in blocky rock masses as a function of joint spacing and friction – A parametric study using discontinuous deformation analysis (DDA)-Reference-Cited by-同舟云学术

Tunnel roof deflection in blocky rock masses as a function of joint spacing and friction – A parametric study using discontinuous deformation analysis (DDA)

Published:2006-01 Issue:1 Volume:21 Page:29-45
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Tsesarsky Michael,Hatzor Yossef H.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference23 articles.

1. Design curves for roofs and hanging walls in bedded rock based on voussoir beam and plate solutions;Beer;Trans. Inst. Min. Metal.,1982

2. Support of large rock caverns in Norway;Broch;Tunn. Undergr. Space Technol.,1996

3. Blocky and seamy rock mass in tunneling;Brekke;Bull. Assoc. Eng. Geologist.,1968

4. Design of surface and near-surface construction;Deere,1967

5. Displacement accuracy of discontinuous deformation analysis applied to sliding block;Doolin;Journal of Engineering Mechanics, ASCE,2002

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