Prevention of the ground subsidence by using the foot reinforcement side pile during the shallow overburden tunnel excavation in unconsolidated ground

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• 作者：Ying Cui^a ; ^{cuiying@meijo-u.ac.jp} ; Kiyoshi Kishida^b ; Makoto Kimura^c
• 关键词：Foot reinforcement side pile ; Tunnel excavation ; Shallow overburden ; Unconsolidated ground ; Settlement ; Trapdoor
• 刊名：Tunnelling and Underground Space Technology
• 出版年：2017
• 出版时间：March 2017
• 年：2017
• 卷：63
• 期：Complete
• 页码：194-204
• 全文大小：1782 K
• 卷排序：63

文摘

Clarify the effect of the FRSP through experimental and numerical process. Application of accurate numerical simulation on practical tunnel works. Propositional of the appropriate length of the FRSP.