Art

J-GLOBAL ID：200902181078385983   Reference number：98A0635346

Scale Effect of a Shallow Circular Anchor in Dense Sand.

密な砂における浅い円形アンカの縮尺効果

Author (2)： SAKAI T (Ehime Univ., Ehime) ,  TANAKA T (Meiji Univ., Kanagawa)
Material： 地盤工学会論文報告集  (Journal of the Japanese Geotechnical Society of Soils and Foundations)
Volume： 38  Issue： 2  Page： 93-99  Publication year： Jun. 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： *anchor works ,...

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JST classification (1)： Foundation failure and reinforcing,retaining wall,others  (RA03100V)

Reference (27)：

• BAKER, W. H. Pullout load capacity of a circular earth anchor buried in sand. National Academy of Sciences, Highway Research Record. 1966, 108, 1-10
• BALLA, A. The resistance to breaking-out of mushroom foundations for pylons. Proc. 5th. Int. Conf. on SMFE. 1961, 569-576
• DE Beer, E. E. Bearing capacity and settlement of shallow foundations on sand. Proc. of a Symp. held at Duke University. 1965
• BOLTON, M. D. The strength and dilatancy of sands. Geotechnique. 1986, 36, 65-78
• BOLTON, M. D. Discussion on the strength and dilatancy of sands by Tatsuoka. Geotechnique. 1987, 37, 219-226

Terms in the title (4)： 砂 ,  円形 ,  アンカ ,  縮尺効果