Art

J-GLOBAL ID：201702268127928375   Reference number：17A0346790

Study on Limit Support Pressure of Shield Tunnel Excavation Face with Mutational Geological Interface

突然変異地質学的界面シールドトンネル掘削のための掘削圧力の研究【JST・京大機械翻訳】

Author (5)： Wang Guofu (College of Civil Engineering and Architecture,Shandong University of Science and Technology) ,  Sun Jiecheng (Ji’nan Rail Transit Group Co.,Ltd.) ,  Lu Linhai (Ji’nan Rail Transit Group Co.,Ltd.) ,  Wang Weiming (College of Civil Engineering and Architecture,Shandong University of Science and Technology) ,  Wang Dan (Ji’nan Rail Transit Group Co.,Ltd.)
Material： Zhongguo Tiedao Kexue  (China Railway Science)
Volume： 37  Issue： 6  Page： 50-59  Publication year： 2016 
JST Material Number： W1483A  ISSN： 1001-4632  Document type： Article
Article type： 原著論文  Country of issue： China (CHN)  Language： CHINESE (ZH)

Abstract/Point： Due to the mutual influence of...

Register(free) or Log In to access     To see more with JDream III (charged).   {{ this.onShowAbsJLink("http://jdream3.com/lp/jglobal/index.html?docNo=17A0346790&from=J-GLOBAL&jstjournalNo=W1483A") }}

Thesaurus term： failure mode (mechanics) ,  pore water pressure ,  *shield tunnel ,  stress ratio ,  *geology (science) ,  rock ,  rock mass ,  adhesive force ,  *interface (surface) ,  catastrophe ,  clay ,  internal frictional angle ,  *tunneling ,  wedge shape ,  sliding failure

Author keywords (5)： Shield tunnel ,  Mutational geological interface ,  Excavation face stability ,  Limit support pressure ,  Trapezoid-prism limit equilibrium model

JST classification (2)： Mechanical properties of rocks  (HE02000H) ,  Soil compression,consolidation,shear strength,ground subsidence  (RA03050P)

Terms in the title (6)： 突然変異 ,  地質学 ,  界面 ,  シールドトンネル ,  掘削 ,  研究