摘要
需要多大的压桩力才能将桩压入设计预定的标高,获得最大的单桩承载力,这是工程上最实际、最有价值的问题之一。本文通过静力压桩及静载试验求取适合于工程实际情况的终止压桩力与单桩极限承载力的关系,并通过钢弦式应力计在预应力管桩中的应用,论述了由测应力计频率到求取单桩极限侧阻力标准值及极限端阻力标准值的过程和原理。
How much pressure need before piling into the design elevation and getting the largest bearing capacity of single pile, it is the most practical and valuable question in engineering. The real engineering practice for the relation of final pilepressure and ultimate bearing capacity of single pile is obtained through the static piling and load test. According to the application of steel chord stress meter to prestressed tubular pile, the process and principle of limit shaft resistance standardvalue and limit end bearing standard value are discussed by measuring the frequency of the stress meter.
出处
《中国地质灾害与防治学报》
CSCD
2009年第4期121-123,129,共4页
The Chinese Journal of Geological Hazard and Control
关键词
终止压桩力
极限承载力
桩身轴力
极限侧阻力
极限端阻力
实测方法
final pressure of pile
ultimate bearing capacity
axial stress in the body of a pile
limit shaft resistance
limit end bearing
in-situ test