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高应变动测和静载荷试验对比检测单桩承载力

Comparing the High Strain Dynamic Test with the Static Test to Survey the Ultimate Bearing Capacity of Single Pile

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【作者】 单海银李飞郝子进程鹏环杨伟伟

【Author】 SHAN Hai yin 1,LI Fei 1,HAO Zi jin 2,CHENG Peng huan 1,YANG Wei wei 1 (1.Department of Constrction Engineering of Yancheng Institute of Technology,Jiangsu Yancheng 224003,China;2.The Institute of Construction Designing of Yancheng Institute of

【机构】 盐城工学院建筑工程系江苏省盐城市建筑设计研究院盐城工学院建筑工程系 江苏盐城224003江苏盐城224003江苏盐城224001江苏盐城224003

【摘要】 介绍了高应变与静荷载对比检测单桩承载力的发展概况 ;对盐城市大直径钻孔灌注桩 ,利用高应变动测与静载荷试验相结合检测承载力 ,并对检测结果进行对比分析 ,为在本地区推广应用高应变动测新技术提供依据

【Abstract】 The general conditions of comparing the high strain dynamic test with static test to survey the ultmate bearing capacity of single pile are introduced. To the big diameter piles in prebored holes of Yancheng City,combining the high strain dynamic test and static loading test, measure the bearing capacity of them, then the test results are discussed. This paper provides a ground of spreading the technology of high strain dynamic test in Yancheng area.

  • 【文献出处】 盐城工学院学报(自然科学版) ,Journal of Yancheng Institute of Technology(Natural Science) , 编辑部邮箱 ,2002年03期
  • 【分类号】TU473.1
  • 【被引频次】2
  • 【下载频次】75
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