1.
TECHNOLOGY OF PRESSURE GROUTING UNDER PILE TIP AT COBBLE LAYER
桩端压力灌浆工艺在卵石层灌注桩中的应用
2.
The crack grouting diffusion radius is the basic gist of the grouting construction design and grouting craftwork control.
灌浆扩散半径是进行灌浆结构设计和灌浆工艺流程控制的基本依据。
3.
Curtain Grouting Technology of Special Dam Section in Taoyuan Hydro-junction of Tonghua
通化桃园水利枢纽工程特殊坝段帷幕灌浆工艺技术
4.
Application Study of Grouting Technology for Prestressed Duct Based on High Performance Material
基于高性能材料的预应力孔道灌浆工艺应用研究
5.
Study of high performance epoxy gap-filling and application process
高强环氧灌浆料及其施工工艺的研究
6.
The application of the post grouting technology of bored concrete pile in Taiyuan region
灌注桩后压浆工艺在太原地区的应用
7.
The Application of Extruded-expanded Mud-jacking Technique on the Bottom of the Filling Pile
灌注桩桩底挤扩压浆处理工艺及应用
8.
Comparison and Analysis of Methods and Effect of Curtain Grouting Rock Foundation of Existing Soil Dam
既有土坝坝基帷幕灌浆施工工艺及灌浆效果的探讨
9.
On construction craft of danger control and reinforcement curtain grouting project in some reservoir dam
某水库大坝除险加固帷幕灌浆工程施工工艺
10.
POST GROUTING PILES TECHNIQUE(2)--TECHINQUE OF PRESSURE GROUTING AT BASE OF SLURRY-DRILLED PILES
后注浆桩技术(2)——泥浆护壁钻孔灌注桩桩端压力注浆工艺
11.
Post pressure grouting of borehole cast-in-situ pile bottom and its quality control
钻孔灌注桩孔底后压浆施工工艺及质量控制
12.
Constructing Techniques and Experimental Study in Situ of the Cast-in-Situ Piles with Expanded-Base and Post-Pressure Grouting;
扩底后注浆灌注桩施工工艺及其试验研究
13.
Test and Application of Pipe Guiding Method of the Consolidation Grouting of Contact Section
接触段固结灌浆引管法施工工艺试验及应用
14.
Research on Construction Technique and Working Mechanism of Bored Pile by Base Post-Grouting;
钻孔灌注桩桩桩端后压浆工艺与机理研究
15.
Impact of Post Grouting Process of Pile Bottom on Bored Pile Bearing Behavior
桩端后注浆工艺对钻孔灌注桩承载性状的影响
16.
TECHNOLOGY OF POST-GROUTING PILES(3) --THE CONSTRUCTION TECHNIQUE OF GROUTING AT TIP OF AUGER-DRILLED PILES IN A DRY CONDITIONS
后注浆桩技术(3)——干作业钻孔灌注桩桩端压力注浆工艺
17.
Mechanism and Application of Post Grouting for Bored Pile in Slurry Wall
浅析泥浆护壁钻孔灌注桩后注浆工艺的机理与应用
18.
It is characteristics of poor groutability, difficult construction, rising cost and poor quality to grout under the condition of bearing pressure water.
本文以挑园水库消力池集水井灌浆为例,对承压水条件下进行了灌浆施工工艺的试验研究。