本文的试验方法和数据分析对使用循环单剪试验研究土的动力特性有较好的参考作用。
The testing method and the data analysis in this paper provide a reference for cyclic simple shear tests on dynamic properties of soil.
本文建立了两段式的腐蚀混凝土单轴受压本构模型,与试验数据比较符合。
The constitutive model of corroded concrete under uniaxial compression is established which has two expression and is proved by the experiment outcomes.
利用试验数据对似单差模型的正确性及粗差识别方法的有效性进行了检验。
The correctness of the similar single-difference model and the validity of the method of identifying outliers are verified with the test data.
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