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Two-Dimensional Elastic Analysis for a Circular Tunnel Lining in the Pre-deformed Ground Due to Initial Stresses-An approach to quantitative evaluation of the load bearing capacity of the surrounding rock mass.
Kiyama, Hideo, Fujimura, Hisashi, Nishimura, Tsuyoshi, Ikezoe, YasuoYear:
1998
Journal:
Doboku Gakkai Ronbunshu
DOI:
10.2208/jscej.1998.589_91
File:
PDF, 978 KB
1998