条形荷载 meaning in Chinese
strip load
Examples
- Consolidation behavior and settlement of highly saturated soil under uniform load
条形荷载下高饱和土地基的固结与沉降 - The analytic solutions of isotropic elastic layered soil under axisymmetrical , rectangular and strip loads were derived from the basic equations of isotropic elastic mechanics by means of transfer - matrix method . by the result , can easily calculate the additional stress and settlement in layered soil . but these solutions could not properly assess the errors from the elastomer of the bottom layer in foundation soil
从各向同性弹性力学基本方程出发，利用传递矩阵法推导出的多层弹性地基问题在轴对称荷载、矩形荷载和条形荷载作用下附加应力与沉降的解析解，可以方便地求出层状地基中的附加应力和沉降，而他们均没有考虑最下层弹性体计算深度引起的误差影响。 - 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 potential slide surface to the edge of deep excavation are obtained through the analysis to weight of soil and vertical loading and the mechanism of soil and soli - nailing acting reciprocally
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。