Brittleness of rock and stability assessment in hard rock tunneling-Reference-Cited by-同舟云学术

Brittleness of rock and stability assessment in hard rock tunneling

Published:2003-02 Issue:1 Volume:18 Page:35-48
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Hajiabdolmajid Vahid,Kaiser Peter

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference31 articles.

1. Brittle Failure of Rock Materials: Test Results and Constitutive Models;Andreev,1995

2. The theory of subcritical crack growth with applications to minerals and rocks;Atkinson,1987

3. Bishop A.W., 1967. Progressive failure with special reference to the mechanism causing it. Proceedings of the Geotechnical Conference Oslo. 2, 142–150

4. Dilatancy in the fracture of crystalline rocks;Brace;J. Geophys. Res.,1966

5. Characteristics line calculations for rock tunnels;Brown;J. Geotech. Eng. Div. ASCE,1983

Cited by 310 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A correlation study between the properties of manufactured sand and tunnel muck;Case Studies in Construction Materials;2024-12

2. An effect of compound defects with x-shaped fissures and holes on brittleness and failure characteristics of deep rock mass;Theoretical and Applied Fracture Mechanics;2024-10

3. Assessment of brittle failure in deep tunnels via true triaxial compression;Tunnelling and Underground Space Technology;2024-10

4. Effect of mechanical weakening and crack formation on caprock integrity during underground hydrogen storage in depleted gas reservoirs – A comprehensive review;Fuel;2024-09

5. Influence of stress-induced fabric changes on the strength of granites: an insight from the Kohistan and Ladakh Himalayas, Northern Pakistan;Bulletin of Engineering Geology and the Environment;2024-08-27