Art

J-GLOBAL ID：200902141645000450   Reference number：99A0693979

Instability of Gravity Type Quay Wall Induced by Liquefaction of Backfill during Earthquake.

地震時における埋立地盤の液状化による重力式岸壁の不安定化

Author (5)： KOHAMA E (Hokkaido Univ., Hokkaido) ,  MIURA K ,  YOSHIDA N (Sato Kogyo Co. Ltd., Tokyo) ,  OHTSUKA N (North Japan Port Consultants Co. Ltd., Hokkaido) ,  KURITA S (Dep. Ports and Harbors, Hokkaido Dev. Bureau, Hokkaido)
Material： 地盤工学会論文報告集  (Journal of the Japanese Geotechnical Society of Soils and Foundations)
Volume： 38  Issue： 4  Page： 71-83  Publication year： Dec. 1998 
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： *mooring wharf ,...
Semi thesaurus term： rubble mound

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JST classification (2)： Earth pressure,dynamic properties of soil,stress and deformations of ground  (RA03060A) ,  Harbor facilities,harbor construction works  (RC15020H)

Reference (16)：

• 1) Hokkaido Development Bureau (1996): "Report on the improvement of the seismic resistance of port facilities," Cold Region Port and Harbor Research Center (in Japanese).
• 2) Inagaki, H., Iai, S., Sugano, T., Yamazaki, H. and Inatomi, T. (1996): "Performance of caisson type quay walls at Kobe Port," Special Issue of Soils and Foundations, pp. 119-136.
• 3) Iwatate, T., Kokusho, T. and Tohma, J. (1982): "Large scaled model vibration tests of embedded shaft considering the effect of soil liquefaction," Central Research Institute of Electric Power Industry, Report No. 381024 (in Japanese).
• 4) Iwatate, T., Tohma, J., Kokusho, T., Kurihara, C. and Ohtomo, K. (1984): "Experimental study of dynamic earth pressure acted on underground structure," Central Research Institute of Electric Power Industry, Report No. 384010 (in Japanese).
• 5) Japan Port and Harbor Association (1989): "Manual for technical standard of port and harbor facilities," (in Japanese).

Terms in the title (5)： 地震 ,  埋立 ,  地盤の液状化 ,  重力式岸壁 ,  不安定化