Art

J-GLOBAL ID：201402222104724170   Reference number：14A1263554

Change in the hydromechanical characteristics of embankment material due to compaction state conditions

締固め条件による盛土材料の流体力学的性質の変化

Author (3)： YOKOHAMA Shoji (Hokkaido Univ., Sapporo, JPN) ,  MIURA Seiichi (Hokkaido Univ., Sapporo, JPN) ,  MATSUMURA Satoshi (Hokkaido Univ., Sapporo, JPN)
Material： Soils and Foundations (Web)
Volume： 54  Issue： 4  Page： 731-747  Publication year： Aug. 2014 
JST Material Number： U2456A  ISSN： 0038-0806  Document type： Article
Article type： 原著論文  Country of issue： Netherlands (NLD)  Language： ENGLISH (EN)

Thesaurus term： embankment(earth) ,  *material ,  *soil compaction ,  hydrodynamic characteristic ,  soil structure ,  *undrained shear strength ,  shear modulus ,  hydraulic conductivity ,  anisotropy ,  modulus of rigidity
Semi thesaurus term： *banking material

JST classification (2)： Earthwork planning,earthwork  (RA07050R) ,  Soil compression,consolidation,shear strength,ground subsidence  (RA03050P)

Reference (35)：

• Ahmed, S., Lovell, C.W., Diamond, S., 1974. Pore sizes and strength of compacted clay. Proc. ASCE J. Geotech. Eng. Div. 100 (GT4), 407-425.
• ASTM International, (2011). Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft³ (600 kN-m/m³)), Designation D698-07^e1, ASTM Soil Compaction Standards-A Companion CD to Manual 70 (CD-ROM).
• Author, J.R. F, Menzies, B.K., 1972. Inherent anisotropy in a sand. Géotechnique 22 (1), 115-128.
• Delage, P., Audiguier, M., Cui, Y., Howat, M.D., 1996. Microstructure of a compacted silt. Can. Geotech. J. 3, 150-158.
• Gu, X., Yang, J., Huang, M., 2013. Laboratory measurements of small strain properties of dry sands by bender element. Soils Found. 53 (5), 735-745.

Terms in the title (3)： 締固め ,  盛土材料 ,  流体力学的性質