The testing research on horizontal bearing capacity for the cast-in-place pile socketed in rock

In order to study the characteristics of the lateral bearing capacity for the case-in-place pile socked in rock,a single pile lateral load test is conducted in site,in which,some instrumeent were installed in pile shaft,and the deflections in the pile top and the steel bar stresses were taken under the various loadings,and propose a number of recommendations to improve the horizontal beating capacity of the single pile.
Rock-socketed pile Horizontal bearing capacity
Dong Wang Yin Cheng
China Road and Bridge Corporation,Beijing 100011,China Beihang University,Beijing 100191,China
国际会议
沈阳
英文
910-914
2012-09-26(万方平台首次上网日期,不代表论文的发表时间)