论文部分内容阅读
本文概述了“空间准滑面”理论;用平潭标准砂进行了等η等 b 的真三轴试验和相应的常规三轴压缩试验。试验资科都按“空间准滑面”理论进行整理,得出了相同的土的三维本构关系,从而构成了两种试验间的联系.因此,在实际应用中,为确定土体本构关系模型中的参数,可仅做常规三轴压缩试验,而不必去做复杂的真三轴试验.
This paper summarizes the theory of “space quasi-slip surface”; the true triaxial test of equal η et al b and the corresponding conventional triaxial compression test were conducted using Pingtan standard sand. The experimental resources are organized according to the theory of “space quasi-slip surface” and the same three-dimensional constitutive relationship of soil is obtained, thus forming a link between the two tests. Therefore, in practical applications, the soil constitutive structure is determined. The parameters in the relational model can only be used for routine triaxial compression tests without having to perform complex true triaxial tests.