Art

J-GLOBAL ID：201602021145157123   Reference number：73A0312642

A method to estimate modulus of horizontal subgrade reaction for a pile.

くいの横方向地盤係数の計算法

Author (2)： YOSHIDA I ,  YOSH INAKA R
Material： 土質工学会論文報告集  (Journal of the Japanese Society of Soil Mechanics and Foundation Engineering)
Volume： 12  Issue： 3  Page： 1-17  Publication year： 1972 
JST Material Number： S0820A  ISSN： 0385-1621  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： くい ,  載荷試験 ,  水平荷重 ,  地盤係数 ,  変形

Reference (23)：

• (1) Bergfelt, A. (1957): "The axial and lateral load bearing capacity, and the failure by buckling of piles in soft clay," Proc. 4th ICSMFE, Vol. 2, pp. 8-13.
• (2) Bolows, J. E. (1968): Foundation Analysis and Design, pp. 503-507, McGraw-Hill.
• (3) Broms, B. B. (1964): "Lateral resistance of piles in cohesive soils," Proc. ASCE, Vol. 90, No. SM 2, pp. 27-63.
• (4) Chan, Y. L. (1937): Discussion on "Lateral pile-loading tests" by Feagin, Trans., Vol. 102, ASCE, pp. 272-278.
• (5) Francis, A. J. (1964): "Analysis of pile groups with flexual resistance," Proc. ASCE, Vol. 90, SM 3, pp. 20-23.

Terms in the title (4)： くい ,  横方向 ,  地盤係数 ,  計算法