Parametric modeling on spatial effect of excavation-damaged zone of underground cavern
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-013-1588-6.pdf
Reference20 articles.
1. READ R S. 20 years of excavation response studies at AECL’s underground research laboratory [J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(8): 1251–1275.
2. KWON S, LEE C S, CHO S J, JEON S W, CHO W J. An investigation of the excavation damaged zone at the KAERI underground research tunnel [J]. Tunnelling and Underground Space Technology, 2009, 24(1): 1–13.
3. MARTINO J B, CHANDLER N A. Excavation-induced damage studies at the underground research laboratory [J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(8): 1413–1426.
4. CHANG Soo-ho, LEE Chung-in, LEE Youn-kyou. An experimental damage model and its application to the evaluation of the excavation damage zone [J]. Rock Mechanics & Rock Engineering, 2007, 40(3): 245–285.
5. NAWROCKI P A, DUSSEAULT M B. Modelling of damaged zones around openings using radius-dependent elastic modulus [J]. Rock Mechanics & Rock Engineering, 1995, 28(4): 227–239.
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1. Field measurement and numerical simulation of excavation damaged zone in a 2000 m-deep cavern;GEOMECH ENG;2018
2. A coupled elastoplastic damage model for brittle rocks and its application in modelling underground excavation;International Journal of Rock Mechanics and Mining Sciences;2016-04
3. Testing and modeling of the mechanical behavior of dolomite in the Wudongde hydropower plant;Geomechanics and Geoengineering;2016-03-08
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