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1)  cement-soil thin wall
水泥土薄墙
1.
According to the stratigraphic characteristic of flood plain of Hunhe River, a new technique with vertical set geomembrane to waterproof and cement-soil thin wall to cutoff was successfully used in foundation of dike project.
根据浑河岸滩的地层特点 ,堤防工程的基础防渗成功地应用了垂直铺塑防渗和水泥土薄墙截渗新技术。
2)  cement-earth thin wall blocking seepage
水泥土薄墙截渗
1.
Application of cement-earth thin wall blocking seepage technique on the Hanshan reservoir for strengthening and eliminating dangers;
水泥土薄墙截渗技术在寒山水库除险加固中的应用
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)  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。
5)  cement-soil retaining wall
水泥土桩墙
1.
Application of cement-soil retaining walls with irregular section in deep excavations;
异型截面水泥土桩墙在基坑支护中的应用
6)  cement soil retaining wall
水泥土挡土墙
1.
It mainly expounded the safety and reasonability and economy of earth nailed wall and cement soil retaining wall.
结合某一基坑工程 ,根据其具体的施工条件和周围环境 ,对不同的基坑支护结构形式进行了分析比较 ,着重论证了土钉墙和水泥土挡土墙基坑支护结构的安全性、合理性和经济性。
补充资料:低级水墙粉
分子式:
CAS号:

性质:由胶或酪素(或树脂)和粉料(或加颜料)调合而成的浆状漆。填料含量极大,可用水稀释,涂膜无光,耐久性较差。不耐水,不耐揩洗。但价格低廉,常用于不太讲究的场合。

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