In consideration of the particular structures of concrete dams and their influence on the deformation behavior of the dams, the mathematical and mechanical knowledge, such as gray system theory, fuzzy mathematics, viscoelastic plastic theory, together with the knowledge of dam engineering and structural analysis methods, are introduced into this dissertation, which performs relatively detailed study on the mathematical monitoring model of deformation, the inverse analysis of mechanical parameters of dam concrete and rock foundation, deformation procedure, abnormal symbols and the comprehensive appraisal methods of the deformation behavior of concrete dams with particular structures 本文針對特殊結(jié)構(gòu)混凝土壩的特殊結(jié)構(gòu)對大壩變形的影響,應(yīng)用灰色系統(tǒng)、模糊數(shù)學(xué)、粘彈塑性力學(xué)等理論,結(jié)合壩工理論和結(jié)構(gòu)分析方法,對特殊結(jié)構(gòu)混凝土壩的變形監(jiān)控模型、參數(shù)的反演、變形過程和轉(zhuǎn)異特征以及大壩變形性態(tài)綜合評價方法等進行了分析研究。