单词查询
grouting
美['graʊtɪŋ]，英['graʊtɪŋ]，
释义
「
」
n. 灌浆；浆液；【建筑】薄胶泥；〔英国〕渣滓； v. (猪)用鼻子拱(泥土等)；【建筑】给…灌浆；〔建〕涂薄胶泥；浆砌； 网络释义： 注浆；灌浆法；水泥灌浆；
例句
Dam, dam foundation of anti-plugging, excavation around the gushing water and basal sand Chung grouting can be used to deal with.
坝体、坝基的防渗堵漏、基坑周边渗水和基底涌水涌沙都可采用注浆法处理。
When the slurry filling, pressure gradually increases, easy to control and maintain the grouting pressure.
当浆液灌满后，压力逐渐升高，便于控制和保持灌浆压力。
For that project, cement and chemical pre-grouting was originally used to reduce groundwater inflows.
对于那个项目，前填水泥的水泥和的化学制品最初被用于减少地水流入。
The vacuum grouting technique has advantages over that of conventional grouting.
真空辅助压浆技术克服了传统压浆技术的缺点。
The technologies for grouting at the tail of the shield machine were summed up in this paper.
对目前国内盾构施工中采用的盾尾注浆技术进行了总结。
The surrounding rock near the support structure should be especially reinforced by drilling grouting holes along the whole steel pipes.
锁脚钢管应全长开孔注浆，重点加固初期支护结构附近的围岩。
The grouting pressure difference varied with consistency coefficient linearly and with rheology parameters of grouting nonlinearly.
注浆压力差随稠度系数的增大呈线性增大，随流变参数的增大呈非线性增大。
Besides, by means of press grouting, cement slurry is stuffed into the holes of earth, thus increasing the load-bearing capacity. . .
另一方面，压力注浆可使水泥浆液充填到桩间土的孔隙中去，提高地基土的承载力。
Therefore, researches of the subject of post grouting pile group foundation settlement characteristics are conducted for this paper.
故本文针对后注浆群桩基础沉降性状这一课题展开相关研究工作。
And furthermore, the layout of seam grouting system can be optimized by means of the model.
另外，该模型可以优化接缝灌浆系统的布置。
坝体、坝基的防渗堵漏、基坑周边渗水和基底涌水涌沙都可采用注浆法处理。
When the slurry filling, pressure gradually increases, easy to control and maintain the grouting pressure.
当浆液灌满后，压力逐渐升高，便于控制和保持灌浆压力。
For that project, cement and chemical pre-grouting was originally used to reduce groundwater inflows.
对于那个项目，前填水泥的水泥和的化学制品最初被用于减少地水流入。
The vacuum grouting technique has advantages over that of conventional grouting.
真空辅助压浆技术克服了传统压浆技术的缺点。
The technologies for grouting at the tail of the shield machine were summed up in this paper.
对目前国内盾构施工中采用的盾尾注浆技术进行了总结。
The surrounding rock near the support structure should be especially reinforced by drilling grouting holes along the whole steel pipes.
锁脚钢管应全长开孔注浆，重点加固初期支护结构附近的围岩。
The grouting pressure difference varied with consistency coefficient linearly and with rheology parameters of grouting nonlinearly.
注浆压力差随稠度系数的增大呈线性增大，随流变参数的增大呈非线性增大。
Besides, by means of press grouting, cement slurry is stuffed into the holes of earth, thus increasing the load-bearing capacity. . .
另一方面，压力注浆可使水泥浆液充填到桩间土的孔隙中去，提高地基土的承载力。
Therefore, researches of the subject of post grouting pile group foundation settlement characteristics are conducted for this paper.
故本文针对后注浆群桩基础沉降性状这一课题展开相关研究工作。
And furthermore, the layout of seam grouting system can be optimized by means of the model.
另外，该模型可以优化接缝灌浆系统的布置。