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1)  reducing subsidence by grouting
注浆减沉
1.
Method of reducing subsidence by grouting in bed-separations in overburden is a active one to control surface subsidence.
覆岩离层注浆减沉法是控制地表沉陷的一种主动方法,自1986年齐东洪高工和范学理教授等在抚顺老虎台矿进行工业性试验并取得成功后,发展到现在,该技术无论从理论上还是工程实践上都得到了进一步完善和发展。
2)  alleviating subsidence by injecting serosity
减沉注浆
3)  Grouting to reduce surface subsidence engineering
减沉注浆工程
4)  grouting engineering to reduce surface subsidence
注浆减沉工程
5)  thaw settlement grouting
融沉注浆
1.
Study on thaw settlement grouting applied to connected aisle construction with artificial ground freezing method in metro tunnel;
地铁联络通道冻结加固融沉注浆研究
2.
The method of reinforcing imperative thawed soil by thaw settlement grouting is introduced,as well as the method and technology of grouting used in thaw settlement grouting.
详细介绍利用融沉注浆对强制解冻土体进行土体加固方法,并对融沉注浆施工过程中的注浆方法和注浆工艺进行阐述。
6)  reducing friction through injecting slurry
注浆减摩
1.
Research on mechanism of reducing friction through injecting slurry in pipe jacking;
顶管施工中注浆减摩作用机理的研究
2.
In allusion to prevalent and advanced long-distance jacking construction technics used at present, choice of pipe material, caculate way of jacking force and some key constrction technics such as reducing friction through injecting slurry, setting of relay well, ventilation, measuring are analysed.
本文针对目前工程实践中较为普遍和先进的长距离顶管施工工艺,对管材选用,顶力计算方法选择和施工关键技术如注浆减摩、中继环设置、通风、测量等技术进行了分析探讨。
补充资料:电泳注浆成型
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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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