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CSMR代表岩石边坡稳定性综合评价值,其值的计算是依据经验或回归方法进行的,并把其对应的边坡稳定状态分为5级,用评分的方法对龙江特大桥4个边坡进行稳定性判断,评价结果是边坡可能发生大规模平面滑动或楔形体滑动。
CSMR represents the comprehensive evaluation value of rock slope stability, its value is calculated based on experience or regression method, and the corresponding slope stability state is divided into 5 grades, with the method of scoring the four sides of Longjiang Bridge Slope to judge the stability, the result of the evaluation is that the slope may have a large-scale plane sliding or wedge sliding.