Art
J-GLOBAL ID：200902118195552935   Reference number：00A0297138

Compression Characteristics of Undisturbed Ariake Clay.

不撹乱有明粘土の圧縮特性
Author (2)：
PARK J H

About PARK J H

(鹿児島大 大学院)

About 鹿児島大 大学院

, 
KOMOTO TATSUYA

About KOMOTO TATSUYA

(佐賀大 農)

About 佐賀大 農


Material：
農業土木学会論文集  (Transactions of the Japanese Society of Irrigation, Drainage and Reclamation Engineering)

About 農業土木学会論文集


Issue： 205  Page： 19-23  Publication year： Feb. 25, 2000 
JST Material Number： S0345A  ISSN： 0387-2335  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： JAPANESE (JA)
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sensitivity (acuteness)

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,...
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Thesaurus term/Semi thesaurus term
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void

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,...
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JST classification (1)：
JST classification
Category name(code) classified by JST.
Soil compression,consolidation,shear strength,ground subsidence 
(RA03050P)

About Soil compression,consolidation,shear strength,ground subsidence

Reference (4)：
  • 甲本達也. 不撹乱粘土の圧縮指数式について. 農土論集. 1998, 194, 59-63
  • 藤川武信. 有明粘土の圧縮指数. 農土論集. 1980, 89, 55-61
  • 三笠正人. 土の工学的性質の分類表とその意義. 土と基礎. 1964, 12, 4, 17-24
  • 朴鐘華. 撹乱粘土の圧縮特性. 農土論集. 1999
Terms in the title (3)：
Terms in the title
Keywords automatically extracted from the title.
撹乱

About 撹乱

, 
有明粘土

About 有明粘土

, 
圧縮特性

About 圧縮特性


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