1.3灌浆法研究概况 1.3.1灌浆的概念 灌浆(Grouting)是把适当的可以凝结的浆液灌入裂隙含水岩层、混凝土或 松散土层中,从而降低灌体的渗透性并提高其强度,延长其使用寿命的的方...
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pressure grouting 压力灌浆 ; 压力注浆 ; 压力灌浆法 ; 压力法灌浆
chemical grouting [水利] 化学灌浆 ; 化学灌桨 ; 药液灌浆 ; 化学注浆
curtain grouting 帷幕灌浆 ; 帷幕注浆 ; 隔幕灌浆 ; 旋喷帷幕注浆
cement grouting 水泥灌浆 ; 灌水泥浆 ; 灌浆 ; 洋灰灌浆
grouting agent 灌浆材料 ; 灌浆助剂 ; 胶结剂 ; 水泥浆造模法
consolidation grouting [水利] [建] 固结灌浆
grouting machine 灌浆机 ; 注浆机 ; 注浆机械 ; [建] 抹浆机
joint grouting [水利] 接缝灌浆 ; 灌缝
grouting works 灌浆工程
Application of clay-solidified grouting curtain on anti-seepaging engineering in MSW landfill.
粘土固化注浆帷幕在填埋场防渗工程中的应用情况。
参考来源 - 粘土固化注浆帷幕对渗滤液的阻渗机理与环境效应The quality of drillhole influences the quality of grouting of soil nail and tieback. This further influences the reinforcement effect of slope.
钻孔的成孔质量决定了土钉、锚杆的灌浆体质量,从而影响了边坡加固的效果。
参考来源 - 基于钻孔过程监测系统(DPM)全钻分析的钻孔过程塌孔监测Various types of post-grouting technology are widely used in many parts of our country.
因而,在国内很多地区,各种后压浆技术得到了广泛应用。
参考来源 - 灌注桩后压浆作用机理研究The procedure includes preparing, boring, setting pipes, manufacturing serous fluid and grouting etc.
施工工艺包括施工准备、钻孔、打小导管、浆液的制作和注浆几部分。
参考来源 - 小导管注浆技术及在隧道和地下工程中的应用Once the grouting technique being applied, diameter and length of pile can be decreased.
采用桩端压力灌浆技术，可以减小桩径、缩短桩长，将桩端位于卵石层或减少卵石层中工作量，从而降低施工难度，减少工程投入。
参考来源 - 卵石层中的灌注桩桩端压力灌浆技术及应用On the basis of the achievement of bolting and bolting-grouting, mechanism, stuff, parameter selection, numerical simulation of drilling, anchoring and grouting and underground test is introduced.
在已有锚杆支护和锚注支护研究成果的基础上，介绍了钻锚注支护机理、钻锚注材料、钻锚注支护参数的确定、钻锚注加固数值模拟研究和井下试验。
参考来源 - 破碎煤岩体钻锚注加固技术研究·2,447,543篇论文数据，部分数据来源于NoteExpress
"grout the bathtub"
以上来源于: WordNet
N-UNCOUNT Grout is a thin mixture of sand, water, and cement or lime, which is used to fill in the spaces between tiles that are attached to a wall. 水泥浆
V-T If you grout the tiles on a wall, you use grout to fill in the spaces between the tiles. 用水泥浆填塞
Make sure that your tiles are thoroughly grouted and sealed.
确保你的瓦被水泥浆彻底填塞并密封了。
Present the macro cycle grouting plan, resolve the flow testing problem of the cycle grouting.
提出了大循环灌浆方案，很好地解决了循环式灌浆的流量检测问题。
Compared with several reinforcement schemes, the scheme of vertical grouting was adopted finally.
经多种修补方案比较，最终采用垂直注浆加固方案。
Repairs were made in 1991 by grouting the cracks and installing prestressed anchors in the cracked areas.
1991年采取了对裂缝水泥灌浆和对裂缝区域混凝土增加预应力的方法进行修复。
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