水泥混凝土路面的双参数地基模型
New composite foundation model for portland cement concrete pavement
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摘要: 在水泥混凝土路面的结构分析中 ,常需要确定地基模型的形式。针对现有地基模型存在的问题 ,文中根据传递矩阵法推导出一种新型双参数地基模型。该模型综合了Winkler地基和弹性层状地基模型的优点 ,使得弯沉盆曲线更接近于实测值。最后采用该模型与常用的水泥混凝土路面地基反应模量修正方法进行了比较。Abstract: For a structural analysis in cement concrete pavement,this paper gives a new bi-parameter foundation model with the Transfer Matrix method.A new model, named T model, fits the Winkler model together with axisymmetrical multi-layered half space model,and it has the merit of the two classical models.Finally the results of the new model are compared with the modified K-value method in PCA, FAA, etc.