Performance of tunnel support under large deformation static and dynamic loading-Reference-Cited by-同舟云学术

Performance of tunnel support under large deformation static and dynamic loading

Published:1998-01 Issue:1 Volume:13 Page:15-21
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Ortlepp W.D.,Stacey T.R.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference13 articles.

1. Recommended performance requirements for yielding rock tendons;Jager,1987

2. Equivalence of mesh- and fibre-reinforced shotcrete at large deflections;Kirsten;Can. Geotech. J.,1993

3. Comparative efficiency and ultimate strength of mesh- and fibre-reinforced shotcrete as determined from full-scale bending tests;Kirsten;J. S. Aft. Inst. Min. Metall.,1992

4. The equivalence of fibre and mesh reinforcement in the shotcrete used in tunnel-support systems;Kirsten;J. S. Afr. Inst. Min. Metall.,1990

5. Grouted rock-studs as rockburst support: A simple design approach and an effective test procedure;Ortlepp;J. S. Afr. Inst. Min. Metall.,1994

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