Art

J-GLOBAL ID：201902230327793810   Reference number：19A1635401

Improving Intermediate Soils by Vacuum Consolidation-Compaction Technique

真空圧密-圧密技術による中間土壌の改良【JST・京大機械翻訳】

Author (2)： Khaimook Peerapat (Department of Civil Engineering and Architecture, Faculty of Science and Engineering, Saga University, Saga-shi, Saga-ken, Japan) ,  Chai Jinchun (Department of Civil Engineering and Architecture, Faculty of Science and Engineering, Saga University, Saga-shi, Saga-ken, Japan)
Material： International Journal of Geosynthetics and Ground Engineering
Volume： 5  Issue： 2  Page： 1-9  Publication year： 2019 
JST Material Number： W4470A  ISSN： 2199-9260  Document type： Article
Article type： 原著論文  Country of issue： Germany, Federal Republic of (DEU)  Language： ENGLISH (EN)

Abstract/Point： A series of laboratory model t...

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Thesaurus term： model test ,  *consolidation (ground) ,  porosity (ratio) ,  one dimension ,  effectiveness ,  unsaturated soil ,  overload ,  compaction ,  clay ,  soil improvement ,  clay content ,  invasion ,  silty sand

Author keywords (4)： Compaction ,  Vacuum consolidation ,  Ground improvement ,  Unsaturated soils

JST classification (1)： Soil improvement and stabilization  (RA07060C)

Terms in the title (3)： 真空 ,  圧密 ,  土壌