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J-GLOBAL ID：201202210590038689   Reference number：12A0070427

INFLUENCE OF FREEZE-THAW ACTION ON DEFORMATION-STRENGTH CHARACTERISTICS AND PARTICLE CRUSHABILITY OF VOLCANIC COARSE-GRAINED SOILS

火山成粗粒土の変形-強度特性および粒子粉砕性に対する凍結融解作用の影響

Author (2)： ISHIKAWA Tatsuya (Fac. of Engineering, Hokkaido Univ.) ,  MIURA Seiichi (Fac. of Engineering, Hokkaido Univ.)
Material： Soils and Foundations  (地盤工学会論文報告集)
Volume： 51  Issue： 5  Page： 785-799 (J-STAGE)  Publication year： 2011 
JST Material Number： X0684A  ISSN： 0038-0806  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *freeze-thaw ,  *volcanic ash soil ,  *coarse-grained soil ,  crushing and breaking ,  fracture testing ,  triaxial compression test ,  shear strength ,  *volcanic ash coarse-grained soil ,  grain crushing ,  mechanical property ,  strength

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

Reference (22)：

• 1)Ampadu, S. K. and Tatsuoka, F. (1993): Effect of setting method on the behaviour of clays in triaxial compression from saturation to undrained shear, Soils and Foundations, 33(2),14-34.
• 2)Aoyama, K., Ogawa, S., Kawasumi, 0., Tamura, T. and Fukuda, M. (1977): Properties of soils subjected to freeze-thaw action, Soil Mechanics and Foundation Engineering, 25(7), 41-46 (in Japanese).
• 3)Aoyama, K., Ogawa, S. and Fukuda, M. (1979): Mechanical prop-erties of soils subjected to freeze-thaw action, Proc. of the 34th An-nual Conference of the Japan Society of Civil Engineers, 3,719-720 (in Japanese).
• 4)Goto, S. and Tatsuoka, F. (1988): Influence of several testing con-ditions in triaxial compression tests on sands and gravels, Soil Mechanics and Foundation Engineering, 36(9), 13-18 (in Japanese).
• 5)Goto, S. (1993): Influence of a freeze and thaw cycle on liquefaction resistance of sandy soils, Soils and Foundations, 33(4), 148-158.

Terms in the title (3)： 粗粒土 ,  強度特性 ,  粉砕