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结合流清河水库工程实践，通过拱梁分载法计算坝体的应力，并与现场观测的应力进行比较、分析，得出了浆砌石拱坝强度设计极限状态中的分项系数之一应力仿真性修正系数，为浆砌石拱坝强度设计和安全评估提供了应力及理论根据．
Combined with the practice of Liuqinghe Reservoir, the stress of the dam body is calculated by the arch-beam loading method and compared with the stress observed in the field, and the stress of one of the partial factors in the ultimate strength design of the masonry-stone arch dam is obtained The simulation correction coefficient provides the stress and theoretical basis for the strength design and safety assessment of mortar masonry arch dam.