Based on the method of limitation analysis of soil plasticity, researching from the soil arching mechanism of soil-nailing retaining, the upper limit of the critical height of soil-nailing slopes and the minimum horizontal length from coping of the potent
Based on the method of limitation analysis of soil plasticity, researching from the soil arching mechanism of soil-nailing retaining, the upper limit of the critical height of soil-nailing slopes and the minimum horizontal length from coping of the potent
摘要基于土的塑性极限分析方法，以均质土坡为例，从土钉支护结构的准粘聚力理论出发，综合考虑土体自重、坡顶的条形荷载，以及土钉与土体的相互作用的机理，推导出了土钉支护的临界高度的上限值和潜在螺旋曲线滑动面在坡顶方向距基坑边沿的最小水平距离解析表达式，可供基抗支护设计参考。