杭の水平極限支持力の理論的解析法に関する研究(斜杭および斜め荷重を含む) : 第3報短い杭頭自由杭の解析法

概要

論文の詳細を見る
The loads on piles and frequently a combination of verical and horizontal loads resulting in inclined resultant loads. The lateral bearing capacity of piles is infulenced significantly by this inclined loads. Extensive theoretical studies have been carried out on single vertical piles subjected to horizontal loads. However, to date there does not appear to be any theoretical analysis on vetical and batter piles subjected to inclined loading in various soil condition. The first part of this paper, part 1 dealed with the passive-earth-pressure of vertical and batter piles considered the friction between pile surface and soil, and part 2 showed an analysis method for the ultimate lateral resistance of short restrained piles. This paper part 3 show an analysis method for the ultimate lateral resistance of short free headed piles. The after this paper part 4 will deal with an analysis method for the ultimete lateral resistance of intermediate long restrained piles.
社団法人日本建築学会の論文
1986-07-30