1) overhanging wall
扶悬臂式挡土墙
1.
Application of theory of Coulomb and Rankine in calculation of overhanging wall;
Coulomb、Rankine理论在扶悬臂式挡土墙计算中的应用
2) cantilever retaining wall
悬臂式挡土墙
1.
The thesis is based on the several existing theories about the design and calculation of cantilever retaining wall which has been widely used for strengthening the slope stability.
本文基于悬臂式挡土墙设计计算的发展现状,考虑到传统计算方法对墙身及其周围岩土体共同作用的认识存在一定的不足,采用以内力分析为主要手段,进一步加深了对于悬臂式挡土墙工作模式的认识。
2.
Based on structural design of earth dam slope protection and combined with real information of Shengli reservoir,this paper puts forword optimizing design schedle of cantilever retaining wall that is economical and resonable.
根据土坝护坡结构设计的目的,结合胜利水库库区实际情况,在分析已成护坡工程运行结果的基础上,提出了采用经济、合理的悬臂式挡土墙形式的优化设计方案。
3.
The shear force and bending moment of cantilever retaining wall are obtained.
悬臂式挡土墙是目前常用的轻型挡土墙之一,具有断面简单,施工方便,便于工场化生产等优点。
3) cantilever retaining wall
悬臂式挡墙
1.
The light and soft behaviors of the cantilever retaining wall have the characteristics to be adapted to the alternant deformation,but its height is limited.
对如何既利用悬臂式挡墙较高的抗倾覆能力和抗滑特性,又能在充分利用墙后填土的自重的前提下提高其支挡的高度,提出了多级垛式悬臂式挡墙这一新结构,并对其进行了探索和讨论。
2.
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。
3.
It is more reliable in technique,simpler and more convenient in construction and cheaper in economy,in contrast with cantilever retaining wall.
介绍加筋土挡墙在宜宾白沙堰河道整治工程中的应用情况,给出了挡墙的设计和验算过程,与悬臂式挡墙比较具有技术可靠、施工简便、经济合理等特点。
4) counterfort retaining wall
挡土墙扶垛式挡土墙
5) counterfort retaining wall
扶壁式挡土墙
1.
With the 3D FEM analysis of a counterfort retaining wall,the distribution of earth pressure behind the vertical wall is obtained.
对扶壁式挡土墙进行三维有限元分析,得到了立板后的土压力分布,结果表明:竖向土压力分布先随覆土深度的增加而增大,但到一定深度后,随覆盖土层厚度的增加土压力增大率减小,当覆盖土层厚度增大到一定数值后,土压力几乎不再增大;水平方向的土压力分布受肋板的直接影响,在立板的上部,受肋板的影响较小,土压力分布较为均匀,在立板的下部,受到肋板的影响较大,表现出中部大,两侧小,呈类似“抛物线”型分布,深度越大,这种现象越明显,“抛物线”越集中。
6) buttressed retaining wall
扶壁式挡土墙
1.
Calculation of reinforced concrete buttressed retaining wall;
对钢筋混凝土桩基扶壁式挡土墙计算的探讨
2.
Buttressed retaining wall design for Mutoutan water diversion project
木头滩引水工程扶壁式挡土墙设计
补充资料：扶来
1.亦作"扶徕"。亦作"扶犂"。 2.传说为伏羲乐名。
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