1) retaining wall with short relieving plate
短卸荷板挡土墙
2) short retaining wall
短挡土墙
1.
For this type of short retaining wall soil behind the wall is under restraint at two sides, so spatial effect of earth pressure is analyzed, considering soil-cohesion and adhesion between soil and wall.
通过分析说明,土体空间约束后,土压力远小于经典的平面土压力,有利于短挡土墙的经济合理设计。
3) relieving retaining wall
卸荷式挡墙
1.
Through comparison of force balance analysis between cantilever and relieving retaining wall,it shows that,at the same height,relieving retaining wall suffers smaller bending moment at the lowest part of the wall than cantilever retaining wall.
通过对悬臂式挡土墙与卸荷式挡土墙受力分析比较,可以看出同样高度的卸荷式挡墙较悬臂式挡墙在挡墙墙壁根部所受弯矩要小,这样可以减小挡墙墙壁的壁厚及配筋,同时也可以减小倾覆力矩,即可以减小挡墙底板宽度。
4) anchored plate retaining wall
挡土墙锚定板挡土墙
5) the reinforced concrete built-up retaining walls
筋混凝土挡板墙
1.
Using the reinforced concrete built-up retaining walls to protect existing lines is an effective, economical and reliable method.
采用钢筋混凝土挡板墙对既有线进行防护,是一种行之有效、经济可靠的方法。
6) post-panel retaining wall
柱板式挡土墙
1.
FEM analysis on the earth pressure behind the panel of post-panel retaining wall;
柱板式挡土墙面板后土压力有限元分析
补充资料：挡土墙
防止用地土体边坡坍塌而砌筑的墙体。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条