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基于动力的连续检测路基压实质量的试验
引用本文:和民锁,李亮,聂志红.基于动力的连续检测路基压实质量的试验[J].北方交通大学学报,2010(6):26-29.
作者姓名:和民锁  李亮  聂志红
作者单位:[1]中南大学土木建筑学院,湖南长沙410075 [2]中国中铁一局集团有限公司,陕西西安710054
基金项目:铁道部科技研究开发计划项目资助(2005K002-B-6)
摘    要:根据压路机-路基结构耦合动力学原理,以压路机振动轮为研究对象,利用动态测试技术,对压实过程中振动轮的响应进行测试,经过信号处理,得到与路基压实质量相关的连续测试参数Cv.通过Cv与常规检测指标的对比分析,验证了动态连续测试指标具有较高的可信度,跟常规指标具有较好的相关性,能客观反映路基压实质量.为实现路基连续同步质量检测提供必要的依据.

关 键 词:道路工程  路基压实质量  动力学分析  连续检测

Experimental Research of Dynamic Continuous Compaction Control of Subgrade Compaction
HE Minsuo,LI Liang,NIE Zhihong.Experimental Research of Dynamic Continuous Compaction Control of Subgrade Compaction[J].Journal of Northern Jiaotong University,2010(6):26-29.
Authors:HE Minsuo  LI Liang  NIE Zhihong
Institution:1.School of Civil Engineering and Architecture,Central South University,Changsha Hunan 410075,China;2.China Railway First Group Co.Ltd.,Xi'an Shangxi 710054,China)
Abstract:According to the dynamics analysis of the interaction between road roller and subgrade structure,the dynamic continuous compaction control parameter Cv is put forward through dynamic testing technology and system identification theory.Comparison analysis between Cv and conventional test show that the Cv has higher reliability,relationship between the site experiment results and dynamic evaluation indices are established.The results show that the compaction indices Cv give more accurate information about the subgrade compacting state,thus providing an essential basis for the engineering application.
Keywords:road engineering  subgrade compaction quality  dynamics analysis  continuous monitor
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