A combined “ground support-rock modification-destressing” strategy for 1000-m deep roadways in extreme squeezing ground condition-Reference-Cited by-同舟云学术

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A combined “ground support-rock modification-destressing” strategy for 1000-m deep roadways in extreme squeezing ground condition

Published:2021-06 Issue: Volume:142 Page:104746
ISSN:1365-1609
Container-title:International Journal of Rock Mechanics and Mining Sciences
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences

Author:

Kang Hongpu,Jiang Pengfei,Wu Yongzheng,Gao Fuqiang

Funder

National Key Research and Development Program of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference34 articles.

1. Squeezing rocks in tunnel;Barla;Int Soc Rock Mech News J,1995

2. The squeezing potential of rocks around tunnels; Theory and prediction;Aydan;Rock Mech Rock Eng,1993

3. The squeezing potential of rock around tunnels: theory and prediction with examples taken from Japan;Aydan;Rock Mech Rock Eng,1996

4. Engineering classification of rock masses for the design of tunnel supports;Barton;Rock Mech,1974

5. Big tunnels in bad rock;Hoek;J Geotech Geoenviron Eng,2001

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