Overbreak and underbreak in underground openings Part 2: causes and implications-Reference-Cited by-同舟云学术

Overbreak and underbreak in underground openings Part 2: causes and implications

Published:1996-12 Issue:4 Volume:14 Page:325-340
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Ibarra J. A.,Maerz N. H.,Franklin J. A.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/BF00421947.pdf

Reference32 articles.

1. MN-461 Course Notes;J.F. Abel Jr,1982

2. Arnold, A.B., Bisio, R.P., Heyes, D.G. and Wilson, A.O. (1972) Case histories of three tunnel-support failures, California Aqueduct. Bulletin of the Association of Engineering Geologists, 9, 265?99.

3. Barton, N., Lien, R. and Lunde, J. (1974) Engineering classification of rock masses for the design of tunnel support, Rock Mechanics, 6, 183?236.

4. Bieniawski, Z.T. (1973) Engineering classification of jointed rock masses, The Civil Engineer in South Africa, 15, 335?44.

5. Bieniawski, Z.T. (1990) Tunnel Design by Rock Mass Classifications, US Army Corps of Engineers, Washington, DC.

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