摘要
将模糊灰元与边坡稳定性评价相结合,在模糊物元理论、灰色系统理论和关联函数运算的基础上,建立了矿岩稳定性评价的模糊灰元模型,经关联变换及从优隶属度处理构造关联系数模糊灰元。对广南高速公路 G标段 K51+297左侧电塔边坡稳定性等级和优劣排序进行了模糊灰元评价,取得了令人满意的结果。
Combined with fuzzy-grey-element and slope stability, and based on fuzzy-matter-element theory, grey system theory and correlation function calculation, a fuzzy - grey - element model is set up for evaluating ore-rock stability. And a fuzzy-grey-element of correlative coefficient is constructed by correlative transformation and processing the optimal subordinate degree. By evaluating the stability grade of merit sort of the slope on the south of Guangzhou high - way section G K51 ＋ 297, a satisfactory result is obtained.
出处
《建筑技术开发》
2008年第10期29-31,共3页
Building Technology Development
关键词
模糊灰元
关联度
边坡稳定性
Fuzzy-grey-element
Correlative degree
Slope stability
