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中粗粒土路基压实度快速测定方法
引用本文:张宜洛,郑南翔,顾炳其.中粗粒土路基压实度快速测定方法[J].中国公路学报,2006,19(5):29-33.
作者姓名:张宜洛  郑南翔  顾炳其
作者单位:长安大学,特殊地区公路工程教育部重点实验室,陕西,西安,710064
摘    要:利用瞬态冲击频谱分析法,研究冲击响应值与不同碎石质量分数的压实度关系以及碎石级配的变化对冲击值的影响。通过水滞频段的应用,消除了含水量对响应值的影响,可以在不检测含水量的情况下测定中粗粒土的压实度,在此基础上确定了动态冲击响应值与中粗粒土的压实度关系。结合中粗粒土的现场工艺特点,对冲击响应影响深度进行评估分析,提出了中粗粒土路基压实度的快速测定方法,并研制了仪器,实现了对中粗粒土路基压实度快速、无损、定量的自动检测。

关 键 词:道路工程  中粗粒土  瞬态冲击频谱分析法  压实度  水滞频段  冲击响应
文章编号:1001-7372(2006)05-0029-05
收稿时间:2005-10-21
修稿时间:2005年10月21

Compactness Rapid Measurement Method on Middle Coarse Grained Soil Subgrade
ZHANG Yi-luo,ZHENG Nan-xiang,GU Bing-qi.Compactness Rapid Measurement Method on Middle Coarse Grained Soil Subgrade[J].China Journal of Highway and Transport,2006,19(5):29-33.
Authors:ZHANG Yi-luo  ZHENG Nan-xiang  GU Bing-qi
Abstract:Authors studied the relationship between impact response value and compactness of different kinds of gravel content as well as influence of the change of gravel gradation on impact value by means of instantaneous impact frequency spectrum analysis method.By using water-retardation frequency portion,influence of water content on impact response value was avoided and compactness of coarse grained soil was measured without considering water content.Authors got the relationship between dynamic impact response value and compactness middle coarse grained soil subgrade.With consideration of technological characteristics for middle coarse grained soil and evaluation of influence depth of impact response,compactness rapid measurement method on middle coarse grained soil subgrade was provided and an instrument was designed which could quantitatively measure compactness quickly without destroying subgrade.
Keywords:road engineering  middle coarse grained soil  instantaneous impact frequency spectrum analysis method  compactness  water-retardation frequency portion  impact response
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