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J-GLOBAL ID：202002260471308537   Reference number：20A0615853

Impact of the intermediate stress component in a plastic potential function on rock mass stability around a sequentially excavated large underground cavity

連続掘削した大規模地下空洞周辺の岩盤安定性に対する塑性ポテンシャル関数における中間応力成分の影響【JST・京大機械翻訳】

Author (6)： Sainoki Atsushi (International Research Organization for Advanced Science and Technology, Kumamoto University, Japan) ,  Sainoki Atsushi (Shandong University of Science and Technology, Qingdao, Shandong, China) ,  Maina Duncan (Graduate School of Science and Technology, Kumamoto University, 2-39-1, Kurokami, Chuo-ku, Kumamoto city, Kumamoto prefecture, 860-8555, Japan) ,  Schwartzkopff Adam Karl (International Research Organization for Advanced Science and Technology, Kumamoto University, Japan) ,  Obara Yuzo (Department of Civil and Environmental Engineering, Kumamoto University, Japan) ,  Karakus Murat (School of Civil, Environmental and Mining Engineering, Adelaide University, Australia)
Material： International Journal of Rock Mechanics and Mining Sciences  (Int J Rock Mech Min Sci)
Volume： 127  Page： Null  Publication year： 2020 
JST Material Number： D0230C  ISSN： 1365-1609  Document type： Article
Article type： 原著論文  Country of issue： United Kingdom (GBR)  Language： ENGLISH (EN)

Abstract/Point： Although plastic potential fun...

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Thesaurus term： *underground opening ,  case study ,  numerical analysis ,  stress measurement ,  analytical solution ,  prestress ,  unloading ,  continuous measurement ,  bulk strain ,  elasto-plastic analysis ,  *rock mass ,  *plasticity ,  plastic strain ,  principal stress
Semi thesaurus term： *ポテンシャル関数 , 【Automatic Indexing@JST】

Author keywords (6)： Underground cavern ,  Plastic potential function ,  Intermediate stress ,  Initial stresses ,  Stress change ,  Numerical modelling

JST classification (1)： Mechanical properties of rocks  (HE02000H)

Terms in the title (8)： 掘削 ,  大規模 ,  地下空洞 ,  周辺 ,  岩盤 ,  安定性 ,  塑性 ,  ポテンシャル関数