日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
構造
広範囲な杭径の水平載荷試験結果に基づく砂質土地盤における単杭の水平地盤反力係数
下村 修一鈴木 康嗣
著者情報
ジャーナル フリー

2016 年 22 巻 52 号 p. 919-924

詳細
抄録
In this paper, inversed coefficients of subgrade reaction (kh) estimated from past horizontal load test data of single piles with wide range diameter in sand deposit are studied. As the result, reference kh (kh0) calculated with SPT blow counts (N-value) is smaller than the inversed kh0 in small N-value ground. The inversed kh0 obtained from the values at y/B = 0.01 (y: pile displacement, B: pile diameter) has good correspondence with the test data than that obtained from the values at y = 1cm. Further, the variation of the calculated kh0 based on B-1 and y/B = 0.01 is smaller than that based on the method of the AIJ recommendations.
著者関連情報
© 2016 日本建築学会
前の記事 次の記事
feedback
Top