Art

J-GLOBAL ID：201702272717851012   Reference number：17A1958994

Influences of particle characteristic and compaction degree on the shear response of clinker ash

クリンカーアッシュのせん断応答に及ぼす粒子特性と締固め度の影響【Powered by NICT】

Author (6)： Winter Michael James (Graduate School of Science and Technology for Innovation, Yamaguchi University, Ube, Japan) ,  Hyodo Masayuki (Graduate School of Science and Technology for Innovation, Yamaguchi University, Ube, Japan) ,  Wu Yang (Graduate School of Science and Technology for Innovation, Yamaguchi University, Ube, Japan) ,  Yoshimoto Norimasa (Graduate School of Science and Technology for Innovation, Yamaguchi University, Ube, Japan) ,  Hasan Muzamir Bin (Faculty of Civil Engineering & Earth Resources, University Malaysia Pahang, Malaysia) ,  Matsui Kanta (Graduate School of Science and Technology for Innovation, Yamaguchi University, Ube, Japan)
Material： Engineering Geology  (Eng Geol)
Volume： 230  Page： 32-45  Publication year： 2017 
JST Material Number： A0120A  ISSN： 0013-7952  Document type： Article
Article type： 原著論文  Country of issue： Netherlands (NLD)  Language： ENGLISH (EN)

Abstract/Point： Clinker ash is regarded as a g...

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Thesaurus term： particle size (diameter) ,  particle size distribution ,  dilatancy ,  triaxial compression test ,  porosity (ratio) ,  consolidation (ground) ,  shear strength ,  frangibility ,  embankment (earth) ,  *clinker ,  compressive strength ,  *shear (mechanics) ,  *compaction ,  grain crushing ,  clinker ash ,  mechanical property ,  strength

Author keywords (5)： Degree of compaction ,  Shear behaviour ,  Particle shape ,  Single particle crushing strength ,  Critical state

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

Terms in the title (3)： せん断 ,  応答 ,  締固め度