Art

J-GLOBAL ID：200902283005016529   Reference number：08A0060614

EXACT EQUIVALENT MODEL FOR A LATERALLY-LOADED LINEAR PILE-SOIL SYSTEM

水平荷重を受ける線形な杭-地盤系の厳密な等価モデル

Author (2)： CHIOU Jiunn-Shyang (National Center for Res. Earthquake Engineering, TWN) ,  CHEN Cheng-Hsing (National Taiwan Univ., TWN)
Material： Soils and Foundations  (地盤工学会論文報告集)
Volume： 47  Issue： 6  Page： 1053-1061  Publication year： Dec. 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： *pile foundation ,...

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JST classification (1)： Piles,pile foundations,sheet pile foundations  (RA03080W)

Reference (9)：

• Chai, Y. H.(2002): Flexural strength and ductility of extended pileshafts. I: Analytical model, Journal of Structural Engineering, 128(5), 586-594.
• Chang, Y. L.(1937): Discussion on lateral pile-loading test by Feagin, Transaction, ASCE.
• Donovan, N. C.(1959): Analysis of Pile Groups, Thesis presented to the Ohio State University of Columbus, Ohio, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
• Francis, A. J.(1964): Analysis of pile group with flexural resistance, Journal of the Soil Mechanics and Foundation Division, American Society of Civil Engineers, May.
• Gray, H.(1964): Discussion to Francis (1964): Analysis of pile group with flexural resistance, Journal of the Soil Mechanics and Foundation Division, American Society of Civil Engineers, Nov.

Terms in the title (5)： 水平荷重 ,  線形 ,  杭 ,  地盤 ,  等価モデル