Art

J-GLOBAL ID：201302207058521173   Reference number：13A0959185

Prediction of excess pore water pressure and post-cyclic settlement on soft clay induced by uni-directional and multi-directional cyclic shears as a function of strain path parameters

歪経路パラメータの関数としての一方向と複数方向の繰返し剪断が誘起する軟弱粘土の過剰間隙水圧と繰返し後沈下の予測

Author (4)： MATSUDA Hiroshi (Dep. of Civil and Environmental Engineering, Graduate School of Sci. and Engineering, Yamaguchi Univ., 2-16-1 ...) ,  THANH NHAN Tran (Dep. of Civil and Environmental Engineering, Graduate School of Sci. and Engineering, Yamaguchi Univ., 2-16-1 ...) ,  THANH NHAN Tran (Fac. of Geosciences, Hue Univ. of Sciences, 77 Nguyen Hue, Hue City, VNM) ,  ISHIKURA Ryohei (Dep. of Civil Engineering, Fac. of Engineering, Kyushu Univ., 744 Motooka, Nishi-ku, Fukuoka, 819-0395, JPN)
Material： Soil Dynamics and Earthquake Engineering  (Soil Dyn Earthq Eng)
Volume： 49  Page： 75-88  Publication year： Jun. 2013 
JST Material Number： E0978A  ISSN： 0267-7261  Document type： Article
Article type： 原著論文  Country of issue： Netherlands (NLD)  Language： ENGLISH (EN)

Thesaurus term： clay ,  *soft ground ,  cohesive soil ,  strain ,  *excess pore water pressure ,  shear (mechanics) ,  route ,  direct shear test ,  earthquake motion ,  *ground subsidence ,  shear strain ,  cyclic shear ,  simple shearing test ,  soft clay ,  strain path

JST classification (1)： Soil compression,consolidation,shear strength,ground subsidence  (RA03050P)

Terms in the title (11)： 歪経路 ,  パラメータ ,  関数 ,  一方向 ,  複数方向 ,  繰返し剪断 ,  誘起 ,  軟弱粘土 ,  過剰間隙水圧 ,  沈下 ,  予測