摘要
设计人员应从桩基几何尺寸和地基土承载力的因素考虑 ,进行多方案比较 ,做到精心设计 ,提高单桩承载能力。从而推荐当前可推广较经济的几种桩型。
In order to increase the bearing capacity of single pile, designers should carry out comparison from several schemes and two factors i.e the geometric dimension of pile foundation and the subgrade bearing capacity should be thoughly considered. Several economical and may be popularized pile type are recommended.IncreasetheB
出处
《土工基础》
2001年第1期39-41,45,共4页
Soil Engineering and Foundation
关键词
桩基
侧阻力
端阻力
单桩
承载力
pile foundation, lateral friction, end bearing, single pile bearing capacity
