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轻便触探检测公路桥涵台背回填中粗砂的试验方法研究
引用本文:刘仰韶,田卿燕,吕建兵.轻便触探检测公路桥涵台背回填中粗砂的试验方法研究[J].公路交通科技,2005,22(12):67-70,74.
作者姓名:刘仰韶  田卿燕  吕建兵
作者单位:广东交通集团检测中心,广东,广州,510800
基金项目:广东省交通厅资助项目(2002-013)
摘    要:通过模型试验与现场试验,论证了轻便触探检测桥涵台背中粗砂的相对密实度的可行性,并与静力触探进行了比较,验证了其合理性。在此基础上,通过简单统计建立了轻便触探锤击数N10与相对密实度Dr之间的经验关系,提出了用轻便触探检测公路桥涵台背回填中粗砂相对密实度的试验方法。

关 键 词:桥涵台背回填  轻便触探  锤击数  相对密实度  试验方法
文章编号:1002-0268(2005)12-0067-04
收稿时间:2005-06-26
修稿时间:2005-06-26

Study on the Light Dynamic Penetration to Test Coarse Sand in Bridge Back-sand Filling
LIU Yang-shao,TIAN Qing-yan,LV Jian-bing.Study on the Light Dynamic Penetration to Test Coarse Sand in Bridge Back-sand Filling[J].Journal of Highway and Transportation Research and Development,2005,22(12):67-70,74.
Authors:LIU Yang-shao  TIAN Qing-yan  LV Jian-bing
Affiliation:Guangdong Transportation and Communication Testing Center, Guangdong Guangzhou 510800, China
Abstract:On the basis of lab and field tests,the feasibility of light penetration is proved to test coarse sand relative density at abutment back of bridge-culvert back sand filling.And its reasonability is testified through comparison with static penetration.In addition,the experiment relationship between the blow counts N_(10) and the relative density D_r is built by simple statistics.A light penetration test method is put forward to test the coarse-sand relative density at abutment back of bridge-culvert back sand filling.
Keywords:Back filling at abutment back of Bridge or culvert  Light dynamic penetrating  Blow counts  Relative density  Test method
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