论文部分内容阅读
夹层地基的弹性力学问题,可以简化为等效的横观各向同性体来计算,这在文献[1]、[2]中已有专门论述。本文着重研究夹层地基的弹性常数取值方法,并介绍乌江渡右坝肩裂隙带夹层地基的计算及混凝土传力、抗剪桩的处理措施。一、夹层地基的弹性常数取值方法
The elastic mechanics of the sandwich foundations can be reduced to an equivalent transversely isotropic body, which is discussed in detail in [1] and [2]. This paper focuses on the method of choosing the elastic constants of the sandwich foundation and introduces the calculation of sandwich foundation and the transmission of concrete and the countermeasures of shear resistant piles. First, the sandwich foundation elastic constant value method