1) barrages
堤堰
1.
Based on Ugenson s plastic flow theory, equation for shear stress of soil in the soft foundation of barrages are simplified.
本文以尤氏塑流理论为基础,对堤堰软基土壤剪应力算式进行简化,列出剪应力系数表,并提出应用尤氏塑流理论的方法步骤,其中针对实际堰体断面简化假定,进行算式推导,然后用算例说明应用情况。