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[III-216]Stability analysis of triple tunnels in cohesive-frictional soil subjected to surcharge loading

*Kazumasa Fukuda1, Kentaro Yamamoto2, Daniel WILSON3, Andrei LYAMIN4 (1. Fukuda Gumi Co.,Ltd., 2. Oita University, 3. Aurecon Company, 4. University of Newcastle)
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Keywords:

tunnel,stability,limit analysis,Finite elements,Tunnel shape

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