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Rayleigh波检测含块石人工填土强夯地基处理效果

Rayleigh Wave of Artificial Fill with Dynamic Block Stone Foundation Treatment Effect

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【作者】 高文信李春泉

【Author】 Gao Wenxin et al.

【机构】 云南省电力设计院

【摘要】 用强夯方法处理含块石人工填土地基的质量检测,是一项关键程序,若采用单一的岩土工程检测技术,其可靠性低,而采用传统的钻探、载荷试验、标贯和动力触探尽管行之有效,但往往要花费大量的时间并增加工程费用;若采用Rayleigh波检测,其测试技术简单易行,测试信号受环境干扰较小,与传统的检测方法相结合,则能全面、直观和快速地检测强夯含块石人工填土地基的加固处理效果,缩短强夯含块石人工填土地基的检测周期,降低检测成本,提供准确的地基土参数。

【Abstract】 The treatment of dynamic compaction method with block-stone of the quality of artificial fill is a key procedure.If a single geotechnical testing technology has been used,it will have low reliability and if traditional drilling,loading test,SPT and dynamic penetration have been used,though effective,a lot of time will be spent and cost in project will be increased.However,if Rayleigh-wave detection has been used,its technique is simple, test signal interference to the environment is small,and if it is combined with traditional full,intuitive and fast dynamic detection of artificial fill foundation stone block the reinforcement effect,it will shorten the dynamic compaction of fill-block foundation stone of the cycle,decrease testing costs and provide accurate soil parameters.

  • 【文献出处】 工程勘察 ,Geotechnical Investigation & Surveying , 编辑部邮箱 ,2008年04期
  • 【分类号】TU472.31
  • 【被引频次】1
  • 【下载频次】77
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