Art

J-GLOBAL ID：201702231495991925   Reference number：17A0393510

Model Experiment and Numerical Simulation of Characteristics of Stress Disturbance Induced by Tunnel Excavation in a Soft Rock Mass

軟弱トンネル周囲のトンネル掘削のための応力摂動特性試験と数値シミュレーションを実施した。【JST・京大機械翻訳】

Author (5)： Xu Qianwei (Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji University) ,  Cheng Panpan (Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji University) ,  Zhu Hehua (Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University) ,  Ding Wenqi (Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University) ,  Chen Guozhong (The Second Engineering Co. Ltd. of China Railway Seventh Group)
Material： Xiandai Suidao Jishu
Volume： 53  Issue： 6  Page： 154-164  Publication year： 2016 
JST Material Number： C3026A  ISSN： 1009-6582  Document type： Article
Article type： 原著論文  Country of issue： China (CHN)  Language： CHINESE (ZH)

Abstract/Point： Based on the Wuning-Ji′an high...

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Thesaurus term： shearing stress ,  destructive accident ,  shear (mechanics) ,  rock ,  *tunneling ,  structural design ,  high speed ,  stress concentration ,  road tunnel ,  radial direction ,  rock mass ,  shear failure ,  model test ,  *Numerical Simulation
Semi thesaurus term： 水平面 , 【Automatic Indexing@JST】

Author keywords (5)： Tunnel ,  Soft and fractured rock mass ,  Progressive failure ,  Model experiment ,  Numerical simulation

JST classification (1)： Metallic materials  (HC04020L)

Terms in the title (6)： トンネル ,  トンネル掘削 ,  応力 ,  摂動 ,  特性試験 ,  数値シミュレーション