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 YASUO

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J-GLOBAL ID：200902148553671964 Reference number：98A0407176

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.

初期地盤の変形を考慮した円形ライニングの2次元弾性解地山支保力の定量化へのアプローチ

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Material：
Issue： 589 Page： 91-98 Publication year： Mar. 1998
JST Material Number： F0028A ISSN： 0289-7806 Document type： Article
Article type：原著論文 Country of issue： Japan (JPN) Language： JAPANESE (JA)

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Muck disposal,timbering,lining

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