Art

J-GLOBAL ID：201202264201293469   Reference number：12A0231206

Effects of the ring-cut method as a settlement deterrent in a soft ground tunnel

軟弱地盤トンネルにおける沈下抑制法としてのリングカット工法の効果

Author (4)： HISATAKE Masayasu (Dep. of Civil and Environmental Engineering, Fac. of Sci. and Engineering, Kinki Univ., Kowakae 3-4-1, Higashi-Osaka ...) ,  OHNO Shiro (Dep. of Civil and Environmental Engineering, Fac. of Sci. and Engineering, Kinki Univ., Kowakae 3-4-1, Higashi-Osaka ...) ,  KATAYAMA Tatsuaki (Dep. of Civil and Environmental Engineering, Fac. of Sci. and Engineering, Kinki Univ., Kowakae 3-4-1, Higashi-Osaka ...) ,  OHMAE Yukihiro (Dep. of Civil and Environmental Engineering, Fac. of Sci. and Engineering, Kinki Univ., Kowakae 3-4-1, Higashi-Osaka ...)
Material： Tunnelling and Underground Space Technology  (Tunn Undergr Space Technol)
Volume： 28  Page： 90-97  Publication year： Mar. 2012 
JST Material Number： B0677C  ISSN： 0886-7798  Document type： Article
Article type： 原著論文  Country of issue： Netherlands (NLD)  Language： ENGLISH (EN)

Thesaurus term： centrifuge model test ,  soft ground ,  *tunneling ,  *working face ,  *ground subsidence ,  suppression and control ,  tunneling method ,  elasto-plastic analysis ,  finite element method ,  subsidence control ,  structure analysis ,  analysis
Semi thesaurus term： ring cut method ,  three dimension analysis

JST classification (1)： Tunneling work  (RC05031E)

Terms in the title (4)： 軟弱地盤 ,  トンネル ,  沈下抑制 ,  リングカット工法