NUMERICAL ANALYSIS ON REINFORCED CONCRETE LINING FOR OUTLET MANIFOLD OF YELLOW RIVER DIVERSION PROJECT
引黄工程高压出水岔管钢筋混凝土衬砌计算

In order to verify the feasibility and reasonableness of design for the reinforced concrete lining of outlet manifold of general pump stations of Shanxi Yellow River Diversion Project, 3-D numerical analysis is made based on field investigations. The stress distribution and width of cracks of reinforced concrete lining are obtained. Furthermore, the shape of reinforced concrete and reinforcement ratio of the manifold are suggested to control the width of cracks in concrete and keep stability of the engineering.