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黄河大柳树坝址处于强地震区，且地质条件复杂．地震烈度预测值500年重现期83度，5000年重现期9．2度．坝址地形和河床岩体工程地质条件较好，两岸岩体破碎，风化卸荷带厚度大，但不存在大范围松动岩体．根据对该坝址区域地质背景和工程地质条件的分析，认为选用钢筋混凝土面板堆石坝枢纽方案，在大坝抗震可靠度、工程投资与工期方面尚有商榷之处．选用抽排式、上重下拱、、碾压混凝土坝方案，是大柳树高坝枢纽有竞争力的比选方案，与面权坝枢纽方案比较，可能做到投资相当，工期略有提前，且工程建成后运行期的意外故障较少．
The Daliushu dam site of the Yellow River is in a strong earthquake area with complicated geological conditions. The prediction value of earthquake intensity is 83 degrees in 500 years and 9.2 degrees in 5000 years. Dam site topography and river bed rock engineering geological conditions are good, both sides of rock mass crushing, weathering unloading belt thickness, but there is no large loose rock mass. According to the analysis of geological background and engineering geological conditions in the dam site, it is considered that the selection of CFRP dam rockfill dam project is still open to discussion on the dam reliability, project investment and construction period. Selection of pumping type, the next under the arch, RCC dam program is the Daliushu high dam dam competitive alternatives, compared with the right dam project comparison, may do a considerable investment, the construction period slightly ahead of schedule, And after the completion of the project, there are fewer accidents.