文章摘要
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
  
DOI:10.3969/j.issn.1671-5322.2002.03.016
中文关键词: 高应变动测  静载荷试验  对比分析  钻孔灌注桩承载力
英文关键词: high strain dynamic test  static loading test  contrasting analyses  bearing capacity of piles in pre bored holes
基金项目:
作者单位
单海银 盐城工学院建筑工程系江苏盐城224003 
李飞 盐城工学院建筑工程系江苏盐城224003 
郝子进 江苏省盐城市建筑设计研究院江苏盐城224001 
程鹏环 盐城工学院建筑工程系江苏盐城224003 
杨伟伟 盐城工学院建筑工程系江苏盐城224003 
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中文摘要:
      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.
英文摘要:
      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.
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