填石路堤连续压实质量验收方法研究  

Methods on Quality Acceptance of Continuous Compaction of Rock-fill Embankment

作　　者：陶祥林[1] 段立强[1] 朱士东[1] 

机构地区：[1]江苏省交通科学研究院,江苏南京210017

出　　处：《交通标准化》2013年第8期64-67,共4页Communications Standardization

摘　　要：连续压实参数CMV是路堤填料达到相应刚度和压实度指标要求时的一个间接的控制参数。由于系统初始化时标定的参数不同,检测时现场工点条件不同以及路堤本身的复杂性和多变性,有必要对CMV进行数理统计、概率分析,然后结合常规压实检测指标进行对比,掌握其规律,找出其概率分布特征,并找到一种比较适合的连续压实检测技术的验收方法。The embankment filling of continuous compaction parameters （CMV） is the corresponding stiffness and compaction index requirements indirect control parameters. Calibration system initialization parameters, different conditions of field workers point detection, and embankment complexity and variability, it is necessary to CMV mathematical statistics, probability analysis, and then combined with the conventional compacted detection indicators compare master its own rules to find the probability distribution characteristics and a more suitable technology acceptance of continuous compaction detect.

关 键 词：填石路堤 压实标准 质量验收 连续压实控制 

分 类 号：U416.1[交通运输工程—道路与铁道工程]