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[III-41]Effect of Tunnel Shaft Geometry on Response Values

*Kai Takano1, Satoshi Kanemaki2, Atsushi Teshigawara2, Nozomu Taniguchi3, Takeaki Kubo1 (1. Tonichi Consultant Co.,Ltd., 2. Fukken Engineering Co.,Ltd., 3. Nihon University)
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Keywords:

shaft,gable,max principal stress

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