1) tip grouting
单一桩端注浆
2) 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。
3) Slurry injection on pile end and side
桩侧、桩端注浆
4) 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。
6) 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。
补充资料：单一
1.只有一种;单纯。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条