压力灌浆 meaning in English
injection grout
pressure cementing
pressure grouted
pressure grouting
pressuregrouted
Examples
- Once the grouting technique being applied , diameter and length of pile can be decreased . pile ' s tip can be directly laid in gravel and construction work can be cut down , which means lower construction difficulties and less expenditure
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。 - Before reinforcing and rectifying the tilting , the author investigated roundly the engineering quality and the engineering environment , analysed the basic reasons of building tilting , compared several schemes from technology to economic effectiveness at the same time , and decided to adopt a economic , quick and progress method combined the grouting with the dig soil holes to rectify it
纠偏前全面调查了工程质量及工程环境，分析了建筑物倾斜的根本原因，同时，对多种处理方案进行了技术性和经济性的比较，决定采用经济、快速且技术成熟的压力灌浆和局部掏土相结合的纠偏方案。 - In this section the author analyses the rules of the pile ultimate tip resistance and the shaft friction resistance distribution and their exertion of cast - in - place socketed piles instrumented with strainometers in soft muddy rock . the second aspect of the paper is the analysis on the current rock pile vertical bearing capacity in the four standards gb50007 - 2002 , tb 10002 . 5 - 99 , jtj024 - 85 and jgj94 - 94 , then the design method with correlated formula of socketed piles in xigeda - mudstone is given . at the end of this paper , based on the research of pressure grouting technique in recent years , and combined with in - site test result , this paper puts forward the design and calculation method to grouted pile in xigeda - mudstone and the principle of choosing grouting parameters , which provid es experiences for applying this technique and further studying
本论文结合省级科研项目“西攀高速公路昔格达组泥岩层中钻孔桩提高承载力的研究” ，所做的研究工作主要在以下三个方面：一是根据8根桩身内埋设量测元件试桩的单桩竖向静载荷试验资料，分析了各试验桩特别是常规冲孔灌注嵌岩桩在昔格达泥岩中的轴向力、侧摩阻和桩端阻力的分布和发挥规律；二是在讨论现行规范对嵌岩桩承载力的计算公式的基础上，探讨了在昔格达泥岩层中的冲孔灌注嵌岩桩的侧摩阻和端阻的计算方法，并推荐了相应的计算公式；最后，在吸取近年来对灌注桩后注浆技术研究成果的基础上，结合现场试验研究结果，分析了该项技术在昔格达岩层中的应用效果，提出了相应的参数选取，从而为压力灌浆技术的工程应用和进一步研究提供经验，并为今后在该地层中合理选用桩型以及指导施工提供了依据。 - Abstract : based on the in - situ pressure - grouting experiments and the full - scale pile tests of xinxiang and ligou and yangzhou bridges , the process and effect of jet pressure - grouting are presented in this paper . the mechanism of increasing the performance of bored piles by grouting is also analyzed . an engineering experience of applying the new technique is presented in the paper
文摘:根据新乡、巩县及扬州等地钻孔灌注桩桩底压力灌浆现场试验和桩的静载试验，介绍了桩底压力灌浆的工艺及压力灌浆的效果，并对压力灌浆提高钻孔灌注桩承载力的机理进行了分析，对其推广应用作了介绍。 - On the basis of in - site test of piles in two great bridges in one expressway project , this paper investigates the application of this technique applying to cast - in - situ pile in gravel , studies the bearing properties of grouted piles , examines the practicality of high - strain test use in grouted piles and analyses the grouted piles with vesic theory
根据现场桩基动、静载试验，对卵石层中桩端压力灌浆桩的承载特性进行了分析；探讨了基桩高应变case法在灌浆桩中的适用性；并应用vesic球形空穴扩张理论对灌浆结果进行了分析。