摘要
通过工程实例,论证静压管桩可根据压桩力有选择地进行水冲助沉穿越密实砂层,并通过静载试验对比证明其效果。
The selective penetrating of static pressure pipe piles with water punching in dense sand stratum is proved via a practical construction project, the strength of the water punching depends on the pile pressing force. Comparison of the static load test demonstrates its practical effect.
出处
《福建工程学院学报》
CAS
2005年第4期399-400,共2页
Journal of Fujian University of Technology
关键词
水冲沉桩
预应力管桩
密实砂层
pile penetrating with water punching
pre-stressed pipe piles
dense sand stratum
