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松花江跨江索道工程基础由第四系松散层构成，岩性主要为砂性土．地下水位埋藏浅，且砂性土层上覆粘性土层薄（或无），在考虑建筑的重要性条件下，建筑区地震基本烈度按Ⅶ度设防，则基础砂土存在液化可能．通过标准贯入试验法和剪切波速度法综合判别索道工程场地砂性土为液化土，其危害程度分别属于严重、中等和轻微；用此，建议设计施工部门在基础处理时．应根据砂土的液化深度、危害程度．采取相应的防护措施．以保证工程在地震条件下的安全．
The Songhua River inter-river cableway project consists of Quaternary loose layers, and the lithology is mainly sandy soil. The groundwater level is shallow buried, and the thin clay layer (or not) overlying the sandy soil layer is fortified under the condition of considering the importance of the building. The basic seismic intensity of the construction area is fortified by Ⅶ degree, and the liquefaction of the foundation sand is possible. Through standard penetration test method and shear wave velocity method, the sandy soil of the ropeway engineering site is judged to be liquefied soil synthetically. The hazard degree belongs to serious, moderate and slight respectively. Therefore, it is suggested that the design and construction department should be based on the basic treatment. Should be based on the liquefaction depth of sand, the degree of harm. Take appropriate protective measures. To ensure the safety of the project under earthquake conditions.