层次分析法_可拓学模型在岩质边坡稳定性安全评价中的应用_王新民

2462 中南大学学报(自然科学版) 第44卷

多因素出发，所选取的参数种类和数量均不受限制，避免单因素决策的片面性和人们主观认识差异所引起的决策失误。本模型可适用不同岩体工程的具体特点，能准确、科学地预测岩质边坡工程的安全状态，于工程施工期和运行期均具有较好的适用性。

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