Influence of dip directions on the main deformation region of layered rock around tunnels
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/content/pdf/10.1007/s10064-013-0511-6.pdf
Reference10 articles.
1. Bakun-Mazor D, Hatzor YH, Dershowitz WS (2009) Modeling mechanical layering effects on stability of underground openings in jointed sedimentary rocks. Int J Rock Mech Min Sci 46:262–271
2. Cundall PA (1980) A generalised distinct element program for modelling jointed rock. Report PCAR-1-80, Contract DAJA37-79-C-0548European Research Office, U.S. Army, Peter Cundall Associates
3. He MC (2011) Physical modeling of an underground roadway excavation in geologically 45° inclined rock using infrared thermography. Eng Geol 121:165–176
4. ITASCA Consulting Group (2007) Itasca, 3DEC, Version 4.1
5. Jia P, Tang CA (2008) Numerical study on failure mechanism of tunnel in jointed rock mass. Tunn Undergr Space Technol 23:500–507
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