Art

J-GLOBAL ID：200902248631987951   Reference number：07A0903907

VARIABILITY OF PHYSICAL AND CONSOLIDATION TEST RESULTS FOR RELATIVELY UNIFORM CLAY SAMPLES RETRIEVED FROM OSAKA BAY

大阪湾で採取した比較的均一な粘土試料の物理的試験と圧密試験結果の変わり易さ

Author (4)： WATABE Yoichi (Port and Airport Res. Inst., JPN) ,  SHIRAISHI Yasunori (Nippon Koei Co., Ltd., JPN) ,  MURAKAMI Tomohide (Saeki Kensetsu Kogyo Co., Ltd., JPN) ,  TANAKA Masanori (Port and Airport Res. Inst., JPN)
Material： Soils and Foundations  (地盤工学会論文報告集)
Volume： 47  Issue： 4  Page： 701-716  Publication year： Aug. 2007 
JST Material Number： X0684A  ISSN： 0038-0806  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *clay ,...
Semi thesaurus term： void ,...

   To see more with JDream III (charged).   {{ this.onShowAbsJLink("http://jdream3.com/lp/jglobal/index.html?docNo=07A0903907&from=J-GLOBAL&jstjournalNo=X0684A") }}

JST classification (2)： Soil compression,consolidation,shear strength,ground subsidence  (RA03050P) ,  Soil physics  (FB04030R)

Reference (18)：

• Akai, K.(2000): Insidious settlement of super-reclaimed offshore seabed, Coastal Geotechnical Engineering in Practice, Balkema, 243-248.
• Akai, K., Nakaseko, K., Matsui, T., Kamon, M, Sugano, K., Tanaka, Y. and Suwa, S.(1995): Geotechnical and geological studies on seabed in Osaka Bay, Proc. 11th European Conference on SMEF, 8, 1-6.
• Berre, T. and Bjerrum, L.(1973): Shear strength of normally consolidated clays, Proc. 8th ICSMFE, 39-49.
• Duncan, J. M.(1993): Limitations of conventional analysis of consolidation settlement, Journal of Geotechnical and Geoenvironmental Engineering, American Society of Civil Engineers, 119(9), 1331-1359.
• Horie, H., Zen, K., Ishii, I. and Matsumoto, K.(1984): Engineering properties of marine clay in Osaka Bay,(Part-1) Boring and sampling, Technical Note of the Port and Harbour Research Institute, Ministry of Transport, Japan,(498), 5-45 (in Japanese).

Terms in the title (7)： 大阪湾 ,  採取 ,  粘土 ,  試料 ,  物理 ,  試験 ,  圧密試験