Mechanical response features and failure process of soft surrounding rock around deeply buried three-centered arch tunnel
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-015-2951-6.pdf
Reference17 articles.
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3. ZHANG Z X, XU Y, KULATILAKE P H S W, HUANG X. Physical model test and numerical analysis on the behavior of stratified rock masses during underground excavation [J]. International Journal of Rock Mechanics and Mining Sciences, 2012, 49: 134–147.
4. LIU J, FENG X T, DING X L, ZHANG J, YUE D M. Stability assessment of the Three-Gorges Dam foundation, China, using physical and numerical modeling––Part I: physical model tests [J]. International Journal of Rock Mechanics and Mining Sciences, 2003, 40(5): 609–631.
5. FAIZI K, KALATEHJARI R, NAZIR R, RASHID A S A. Determination of pile failure mechanism under pullout test in loose sand [J]. Journal of Central South University, 2015, 22(4): 1490–1501.
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