【摘 要】
：
随着公路建设中土石混填路基大量出现,以往的压实质量控制方法不再合适,通过介绍土石混合料结构强度的形成机理,分析了压实度、空气体积率、固体体积率、相对密度和力学性能
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随着公路建设中土石混填路基大量出现,以往的压实质量控制方法不再合适,通过介绍土石混合料结构强度的形成机理,分析了压实度、空气体积率、固体体积率、相对密度和力学性能在压实质量控制上的特点,并介绍了检测方法中的密度检测法、抗力检测法和试验工程法,提出了混合料最大干密度的理论计算和试验确定方法。
With the large number of soil-rock mixed embankment in highway construction, the past compaction quality control method is no longer appropriate. By introducing the formation mechanism of the strength of soil-stone mixture, the compaction degree, air volume fraction, solid volume fraction, relative density And mechanical properties in the compaction quality control. The methods of density testing, resistance testing and test engineering are also introduced. The theoretical calculation and experimental determination of the maximum dry density of the mixture are proposed.
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