摘要
本文从几个案例出发，论述静载偏心、承台刚度对桩顶反力及承台内力的影响。文中还述及套用省标准设计“闽95G104（105）”中出现的问题以及锚杆静压桩的承台设计。
It is deseribed through several cases in this paper tha the influence of eccentric static load and pile cap rigidity on the reverse force of pile and the intemal force of cap. Some problems in using the provincial standdrd design 'Fujian 95G104(105)' and the cap design of pile sunk with andri bolts.
出处
《福建建筑》
1998年第4期24-26,共3页
Fujian Architecture & Construction
关键词
桩基
桩承台
设计
锚杆静压桩
Center of upper load Center of piles Overlength strip pile cap The maximal vertical revrse force of single pile A single pile under column Pile sunk with anchor bolts
