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1)  pile end grouting
桩端注浆
1.
The paper describes the conditions of realizing reasonable pile end grouting;pile end grouting can improve mechanics of single pile bearing capacity and impact analysis of grouting reinforcement.
并阐述了实现合理的桩端注浆条件,桩端注浆提高单桩承载力的机理以及注浆加固效果分析。
2)  Slurry injection on pile end and side
桩侧、桩端注浆
3)  end pressure grouted pile
桩端压力注浆桩
1.
Based on the engineering practice in the construction of end pressure grouted piles for a metro station, initial studies are made of the mechanism such piles, in connection with the result from monitoring the volume and pressure of trouting, pile top rise, pile bearing and ground treatment.
本文就某地铁车站桩端压力注浆桩施工的工程实践,结合注浆量、注浆压力、桩顶上抬量、桩的承载力和地基加固的一些监测成果,对桩端压力注浆桩的机理作初步探讨。
4)  pile by tip and skin grouting
桩端桩侧联合注浆桩
5)  base-grouting bored pile
桩端后注浆灌注桩
1.
Because of the shortcomings of bored piles in Shanghai soft soil area,base-grouting bored piles have been widely used in the foundation engineering of buildings,but there is not a suitable calculation method of the ultimate bearing capacity of a single base-grouting bored pile in Shanghai soft soil area.
由于桩端后注浆灌注桩可弥补常规灌注桩自身的不足,因而桩端后注浆灌注桩在上海软土地区逐步得到广泛的工程应用,但目前在上海地区对桩端后注浆灌注桩单桩极限承载力的估算尚无合适的计算方法。
6)  pile-bottom pressure grouting
桩端压力注浆
1.
Case study of pile-bottom pressure grouting to reinforce large diameter in-situ defective piles;
桩端压力注浆补强大直径灌注问题桩案例研究
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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