摘要
结合桩基工程检测实践,介绍了高应变动力测试技术在西安某热电厂扩底桩试桩检测中的应用。通过对同一根桩上桩基静载荷试验和高应变动载荷试验的对比研究,得出高应变测试不适宜于扩底桩检测的结论。
Combined with practical pile foundation works the application of dynamic high strain test technique in pedestal pile test of one thermal power plant in Xi＇an is introduced.Comparison analysis of static load test and dynamic high strain test of pile foundation on one same pile show dynamic high strain test is not suitable to pedestal piles.
出处
《山西建筑》
2007年第33期133-134,共2页
Shanxi Architecture
关键词
桩基工程
高应变动力检测
单桩承载力
可靠性
pile foundation work,dynamic high strain test,bearing capacity of single pile,reliability
