1) cement-soil diaphragm wall
水泥土地连墙
1.
Application of the cement-soil diaphragm wall in the Fenhe project and the supervision control;
水泥土地连墙在汾河工程中的应用及监理控制
2) cement-soil continuous wall
水泥土连续墙
3) cement-soil wall
水泥土墙
1.
According to characteristic geological condition of Yangtze River Floodplain,composite retaining systems of soil nailing wall and cement-soil wall are used with the consideration of the experience,a simplified model for calculating is proposed along with calculation method and key construction of such composite retaining.
针对长江漫滩地质条件下大型深基坑的具体条件,结合实践,选择土钉支护及重力式水泥土墙的复合支护体系,提出了该复合支护的简化计算模型、计算方法及其实施要点,并采用电算结果进行校核,两种计算结果均符合规范要求。
2.
In soft soil area cement-soil wall has been used on deep foundation pit bracing,which not only has the advantage of good whole rigidity and less water leakage into the pit,but also saves time,is good for environment protection,and costs less money.
在软土地区 ,采用水泥土墙作为基坑的支护结构 ,具有较好的整体刚度和良好的止水效果 ,且具有施工进程快、环保及工程造价低的优点。
4) reinforced continuous cement-soil wall
劲性水泥土连续墙
1.
The working mechanism of reinforced continuous cement-soil wall is described,and it is pointed out that the cement soil can share load and make contribution to the stiffness of continuous wall structure.
阐述了劲性水泥土连续墙的工作机理,指出水泥土对荷载具有分担作用并对结构体的刚度具有贡献,而且这种分担作用和贡献将随荷载的变化而变化。
5) cement-soil mixed continuous wall
水泥土搅拌连续墙
1.
The construction application technology of cement-soil mixed continuous wall;
水泥土搅拌连续墙施工应用技术
6) cement-soil retaining wall
水泥土挡墙
1.
Calculation of the horizontal displacement of the cement-soil retaining wall in foundation pit supporting projects;
基坑支护中水泥土挡墙的水平位移计算
2.
The application of stability analysis based on finite element stress method for the slope stability problem of cement-soil retaining wall is discussed in this paper.
探讨了有限元应力边坡稳定性计算方法在水泥土挡墙稳定性分析中的应用,并与简单圆弧滑动条分法及毕肖普法计算结果进行了对比,结果表明,有限元应力边坡稳定性计算方法理论依据更合理。
3.
Based on the deformation mechanism of cement-soil retaining wall the effect of top beam of the wall is studied.
本文在分析水泥土挡墙变形机理基础上 ,对压顶的作用进行了研究 ,并探讨了压顶有效利用范围和优化措施。
补充资料：连墙
1.比邻，近邻。
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