摘要
本文巧妙地将土体的Ｄｕｎｃａｎ－Ｃｈａｎｇ非线性弹性模型转化为弹塑性模型。并通过油罐充水试验的地基沉降、侧向位移和孔隙水压力实测值与Ｄｕｎｃａｎ－Ｃｈａｎｇ模型计算结果、本文模型计算结果，进行分析比较，说明本文模型的正确性和优点。
In this paper,Duncan-Chang nonlinear elastic model of soil is transformed intoan elastoplastic model through a clever means. The advantages and correctness of the model givenin the paper is expounded by comparing the observations on the settlements,lateral displacementsand pore water pressure of the subsoil under the oil tank filled water with the calculation restultsof Duncan-Chang model and the model in the paper.
出处
《建筑科学》
1995年第3期34-38,共5页
Building Science
