摘要
根据地质工程勘察报告所提的土层摩阻力及端阻力来设计锤击PHC管桩的承载力是不充分的。本文根据锤击PHC管桩的现场预埋件试验,介绍了土层摩阻力及端阻力的变化规律,提出了针对锤击PHC管桩的土层参数。
It is not enough to design PHC pile bearing capacity by soil investigation report. Based on the experiment of PHC load transferring, the characteristics of soil friction and end support is introduced, and the value of soil friction and end support is obtained too.
出处
《福建建筑》
2008年第8期59-61,共3页
Fujian Architecture & Construction
关键词
侧阻力
端阻力
荷载传递
Friction force
end support force
load transferring
