On the basis of the rheological properties of roller compacted concrete, viscoelastic parameters for RCC dams are retrieved by selecting an appropriate viscoelastic constitutive model and considering the measured data, and the corresponding analysis progr
On the basis of the rheological properties of roller compacted concrete, viscoelastic parameters for RCC dams are retrieved by selecting an appropriate viscoelastic constitutive model and considering the measured data, and the corresponding analysis progr
摘要针对碾压混凝土的流变特性，选取合适的粘弹性本构模型，结合实测资料，进行碾压混凝土坝粘弹性参数的反演，并编制了相应的反演分析程序。