Stability and Seepage Analysis of Concrete Gate Dam Foundation on Deep Overburden Layer
The overburden layer of a hydropower station is deep and permeable,which is easy to form liquefaction subsidence.Therefore,it is very important to study the stability stress and seepage stability of dam foundation.Combined with the complex geological conditions of the power station,the author expounds the calculation and analysis of the stability stress of the dam foundation of the flood discharge gate dam section,and uses different software to calculate and compare the seepage flow and seepage stability of the dam foundation of the flood discharge gate dam section,so as to provide the basis for the foundation treatment and anti-seepage design of the dam foundation.
万方数据
维普
