1.
Bored Pile after Pile Grouting Technology and Construction Quality Control
钻孔灌注桩桩底后注浆技术及施工质量控制
2.
Application of Injection Technology Under Pile to the Drilled Grouting Pile
桩底后注浆技术在钻孔灌注桩中的应用
3.
CAST-IN-PLACE PILE POST GROUTING TECHNOLOGY IN THE ENGINEERING EXAMPLE
桩底后注浆工艺在工程中的应用实例
4.
The Application Effect Analysis of Post grouting Under Bored Piles with Different Bearing Strata
不同持力层钻孔桩桩底后注浆应用效果分析
5.
Application of Post Grouting Technology to Bored Pile Bottom in Pile Foundation of High-Rise Building
钻孔灌注桩桩底后注浆技术在高层建筑桩基中的应用分析
6.
Application of Super Length Bored Cast-in-place Pile Post Grouting in“Gate to the east”
桩底后注浆超长灌注桩在东方之门工程中的应用
7.
Post Grouting Technology at pile bottom in scree bearing layer
桩底后注浆技术在卵石持力层中的应用
8.
Study on Pile-Soil s Stress-Stain of Tubular Piles before and Back Grouting;
管桩桩底注浆前后桩土应力应变特性研究
9.
Post Grouting for Hand Dug Piles with the Pipe Driven at the Pile End
人工挖孔灌注桩桩底打管后注浆技术及应用
10.
Engineering Application in the Technology of Grouting after Pile Driving at Bottom of Pile;
钻孔灌注桩桩底后压浆技术的工程应用
11.
Analysis on Uplift Behavior of Piles with Side Post-Casting and Enlarged Base
桩侧后注浆与扩底抗拔桩承载特性研究
12.
The bearing capacity characteristic value of a single pile can be increased greatly through post pressure grouting from pile sides and bottom.
通过对桩侧和桩底后压浆，可大幅度提高钻孔灌注桩单桩承载力。
13.
The application of post grouting cast-in-site pile with enlarged bases in high-rise building
扩底后注浆灌注桩在高层建筑中的应用
14.
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
15.
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
16.
Testing Study on Mechanism and Effect of Post-grouting at the Bottom of Super Large Bored Piles Foundation;
超大型钻孔灌注桩基础桩底后压浆机理及效果的实测研究
17.
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
18.
POST GROUTING PILE TECHNIQUE(5)--HE VERTICAL COMPRESSIVE BEARING CAPACITY OF POST GROUTING PILES
后注浆桩技术(5)——后注浆桩的竖向抗压承载力