Art

J-GLOBAL ID：200902270782965149   Reference number：05A0232535

EVALUATION OF PARTICLE CRUSHING IN SOILS USING X-RAY CT DATA

X線CTデータを用いた土の粒子破砕の評価

Author (3)： OTANI J (Kumamoto Univ., JPN) ,  MUKUNOKI T (Queen’s Univ., CAN) ,  SUGAWARA K (Kumamoto Univ., JPN)
Material： 地盤工学会論文報告集  (Journal of the Japanese Geotechnical Society of Soils and Foundations)
Volume： 45  Issue： 1  Page： 99-108  Publication year： Feb. 15, 2005 
JST Material Number： S0820A  ISSN： 1341-7452  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： X-ray computed tomography ,...

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JST classification (2)： Soil structure and physical/chemical properties  (RA03030T) ,  Piles,pile foundations,sheet pile foundations  (RA03080W)

Reference (19)：

• ALSHIBLI, K. A. Assessment of localized deformations in sand using X-ray computed tomography. Geotech. Test. J. 2000, 23, 3, 274-299
• DE BEER, E. E. The scale effect in the transposition of the results of deep-sounding tests on the ultimate bearing capacity of piles and caisson foundations. Geotechnique. 1963, 13, 1, 39-75
• DESRUES, J. Void ratio evolution inside shear bands in triaxial sand specimens studies by computed tomography. Geotechnique. 1996, 46, 3, 529-546
• FUKUMOTO, T. Particle breakage characteristics of granular soils. Soils and Foundations. 1992, 32, 1, 26-40
• KAK, A. C. Principles of Computerized Tomographic Imaging. 1987

Terms in the title (4)： X線CT ,  土 ,  粒子破砕 ,  評価