摘要
阐述了静压预应力混凝土管桩具有的特点,结合地质概况基于两次单桩竖向静载荷试验,探讨了桩侧摩阻力随深度变化的情况,并对试验结果进行了分析,所得结论有助于认识桩基荷载传递规律。
The characteristics of static pressure pre-stressed concrete pipe pile are elaborated. Combined with engineering geological conditions the change of lateral resistance of pile with the depth is discussed based upon two vertical static load tests of single pile. Test results are beneficial to recognize the load transmission law of pile foundation.
出处
《山西建筑》
2005年第14期58-59,共2页
Shanxi Architecture
关键词
预制静压桩
桩侧摩阻力
荷载传递
static pressure concrete pipe pile, lateral resistance of pile, load transmission
