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1)  Surrounding rock grouting
围岩注浆
1.
The author presents the construction methods of surrounding rock grouting,blind ditch installing,sidewall foundation treatment,geotextile placing,waterproofing membrane placing,drainage material installing,water stop tie installing,secondary lining casting and backfilling grouting on basis of the actual conditions.
针对客运专线开挖断面大、防水等级高、质量要求严的特点,为了保证隧道衬砌内实外美,达到不渗、不漏、不裂和混凝土表面无湿渍的质量标准,结合工程现场实际,详细介绍围岩注浆、盲管、边墙基础、无纺布、防水板、排水体、止水带、二次衬砌混凝土及注浆等施工方法,由于在施工过程中非常重视初期支护防水和衬砌后进行注浆回填等,大瑶山一号隧道已基本达到一级防水要求。
2)  grouting in surrounding soil
围土注浆
1.
Application and effect of grouting in surrounding soil on releasing and restraining additional stress of shaft lining;
围土注浆缓释和抑制井壁附加力效应及应用
3)  grouting range
注浆范围
1.
By the 2D FEM, we simulate the construction procedure of metro tunnel, and simulate the different influences of the different kinds of grouting ranges to the stratum settlement.
采用二维有限元程序对地铁隧道的施工过程进行了数值分析,模拟了几种不同注浆范围对地层沉降的影响,通过比较、分析,得出了一些结论。
4)  surrounding rock to desist mud
止浆围岩
5)  overburden strata grouting
覆岩注浆
6)  grouting in rock mass
岩体注浆
1.
by related references, the systematic summery and commentary on theories of grouting in rock mass was conducted.
参考相应文献 ,对岩体注浆理论进行了系统的总结和评
2.
Influence on grouting property and existing problems when the three effects were applied to grouting in rock mass and prospect of future work are also presented.
简要分析了粉煤灰的活性效应、形态效应、微集料效应,分析了其应用于岩体注浆时,对注浆性能的影响及存在的问题,并对以后工作进行了展望。
补充资料:电泳注浆成型
分子式:
CAS号:

性质:陶瓷浆料的成型方法之一。利用浆料中颗粒荷负电,在直流电场作用下向阳极运动而沉积在模型(阳极)上形成坯体的成型方法。此法可加快坯体形成速度,坯体较致密,可用于面砖,基板等的成型,但有时会因水的电解作用产生气泡,电场不均匀会造成坯体厚薄不均或脱模困难,故尚未得到广泛使用。

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