论文部分内容阅读
本文探讨了通过现场调研并对靠崖窑结构的变形特征和土的弹塑性力学理论分析,利用塑性极限分析方法,得出了Mohr-Coulomb屈服条件下靠崖窑土质崖坡极限荷载的上下限解。以期给靠崖窑结构的施工和设计提供一定的理论依据。
In this paper, through the field investigation and theoretical analysis of the deformation characteristics of the cliff-kiln structure and the elasto-plastic mechanics of the soil, the upper and lower limit solutions of the ultimate load of the Cliff Dirt Cliffs by the cliff-kiln under Mohr-Coulomb yielding condition are obtained by using the plastic limit analysis method. In order to provide a theoretical basis for the construction and design of the cliff-kiln structure.