| 1. | At present , conventional analytic methods of rsrw are based on theory of limit equilibrium , which can not take account of the strength and deformation of structure uniformly , and calculate the displacement of panel , settlement of fill and so on
加筋土挡墙传统的分析方法建立在加筋土体极限平衡理论基础上,无法将结构的强度和变形统一考虑,无法计算面板位移和填土沉降等。 |
