1) compact grouting
压实灌浆
2) grain filling
灌浆结实
1.
Effect of water stresses on malondialdehyde of leaves during grain filling stage in super rice;
灌浆结实阶段水分逆境对超级稻叶片丙二醛含量的影响
3) Grouting pressure
灌浆压力
1.
Study on grouting pressure of fracture grouting in saturated soil;
饱和土中劈裂灌浆压力研究
2.
Research on allowable grouting pressure of concrete crack by means of fracture mechanics
用断裂力学研究混凝土裂缝的允许灌浆压力
3.
The practice of enhancing grouting pressure influencing on earth dam curtain grouting effect
提高灌浆压力对土坝帷幕灌浆效果影响的实践
4) High-pressure grouting
高压灌浆
1.
The design and construction of bridge pier s repair by embedded coarse aggregates high-pressure grouting are presented.
介绍预埋粗骨料高压灌浆法修复桥墩的设计及施工,检测结果表明,该工艺可行。
2.
During rehabilitation design, a lot of engineering measures such as high-pressure grouting, small-diameter combination piles, cast-in-situ piles and jet grouted piles, etc.
简要介绍了旅顺大坞的结构及现状,分析了大坞的损坏原因,在修复设计中采取了多种工程措施,如高压灌浆,小孔径组合桩,灌注桩,旋喷桩等进行加固处理,取得了预期的效果。
3.
The anti-seepage works were constructed by high-pressure grouting technology.
防渗帷幕施工采用高压灌浆施工工艺,灌浆过程中遇到了注入量大,灌浆难以结束,溶洞,流沙层等特殊情况,采取了相应的处理措施,收到了较好的效果。
5) high pressure grouting
高压灌浆
1.
The analysis and study of the diffusing process of high pressure grouting grout and mechanism of strength increase of grout agglomeration and the field tests of pre-stressed soil anchor prove that the high pressure grouting technique can result in a radical change in the physical and chemical property of soil and bring about a new medium within range of grouting to raise the bearing cap.
通过对高压灌浆浆液扩散过程及灌浆结石体强度增长机理的分析研究,并结合现场土层预应力锚杆试验,认识到高压灌浆工艺能从根本上改良土体的物理化学性质,从而在灌浆范围内产生一种新的介质,达到显著提高土层预应力锚杆承载能力的目的。
2.
The high pressure grouting technique used for fault stabilization treatment at karstic ground is presented.
阐述了在岩体断层加固和溶洞处理中的高压灌浆技术,分析了高压灌浆的作用机理,灌浆压力控制的方法,介绍了高压灌浆在水利枢纽工程上的应用效果。
3.
The technical problems for the treatment of bad geological sections in the underground diversion tunnel are successfully solved by means of thick liner, high pressure grouting, hand excavating pile, arched bridge span and etc.
Ⅲ号引水隧洞不良地质段总长１９２６ｍ，采用了加厚衬砌、高压灌浆、人工挖孔桩、拱 桥跨越等处理方法，成功地解决了地下引水隧洞不良地质段处理的技术问题。
6) post-compression grouting
后压灌浆