摘要
泥化夹层是控制边坡变形及稳定的关键性结构面,其强度值因其具有流变特性而变化。为确定其长期强度,采用非等间距灰色GM(1,1)模型建立了长期抗剪强度指标预测模型,与实验结果相比,效果较好。
The mudded intercalation is the key structural face in controlling the slope deformation and stabilization and its strength value is variable because of its rheological property.To determine its long-term strength,a model for predicting the long-term shear strength was established by an unequispaced grey model GM (1,1).It achieved good prediction results when compared with the experimental results.
出处
《金属矿山》
EI
CAS
北大核心
1998年第2期16-17,20,共3页
Metal Mine