期刊文献+

基桩低应变检测中波速测不准问题的分析

Analysis of Inaccuracy of P-wave Velocity in Piles by Low Strain Integrity Testing
下载PDF
导出
摘要 本文从波速与混凝土质量的关系出发,分析了在基桩低应变检测中波速测不准的原因,并就基桩低应变检测的要点进行了阐述分析,以期帮助相关施工建设、检测人员更加准确地认识到基桩低应变检测中的关键,从而提高检测质量和工程建设质量。 From relationship of wave velocity and concrete quality, this article analyses the reason for inaccuracy of p-w-ave velocity in piles by low strain integrity testing. In order to help the construction and testing personnel realizes the key of low strain integrity testing more accurately to improve the qu-ality of testing and engineering construction, this article also analyses the main point of low strain integrity testing.
作者 杨集川
出处 《城市建筑》 2014年第14期267-267,271,共2页 Urbanism and Architecture
关键词 低应变检测 波速 测量 分析 low strain integrity testing wave velocity measurement analysis
  • 相关文献

参考文献4

二级参考文献13

  • 1胡新发,柳建新.山地和岩溶地区端承桩质量检测与加固技术研究[J].岩土力学,2011,32(S2):686-692. 被引量:9
  • 2丁科,岳英.应力波在基桩中的传播特性[J].振动与冲击,2004,23(3):121-123. 被引量:13
  • 3KolskyH 王仁 等译.固体中的应力波[M].北京:科学出版社,1966..
  • 4中华人民共和国行业标准编写组.JGJ106-2003建筑基桩检测技术规范[S].北京:中国建筑工业出版社,2003.
  • 5刘兴录.基桩工程与动测技术200问.中国建筑工业出版社.
  • 6LIAO S. T, ROESSET J. M. Dynamic response of intact piles to impulse loads. In[J]. J. Numer. Analyt. Meth. Geomech. , 1997(21) :255.
  • 7LIAO S. T, ROESSET J. M. Identification of defects in piles through dynamic testing[J]. Int. J. Numer. Anal. Methods Geomech., 1997(21):277.
  • 8CHOW Y. K, PHOON K. K, CHOW W. F. et al. Low strain integrity testing of piles: Three dimensional effects [J]. J. Geotech. Geoenviron. Eng., 2003,129(11): 1057.
  • 9SEIDEL J. P, TAN S. K. Elimination of the Rayleigh wave effect on low strain integrity test results _ part 1: Experimental investigation [J]. Proc., 7th Int. Conf. on the Application of Stress Wave Theory to Piles. Institution of Engineers Malaysia, Petaling Jeya, Malaysia, 2004 : 179.
  • 10SEIDEI. J. P, TAN S. K. Elimination of tile Rayleigh wave effect on low strain integrity test results _ part 2: Rayleigh wave elimination technique [J]. Proc: 7th Int. Conf. on the Application of Stress Wave Theory to Piles. Institution of Engineers Ma laysia, Petaling Jeya, Malaysia. 200,1:187.

共引文献11

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部