1.
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
2.
On the experimental research on the bearing capacity of the super-long pile's grouting technique of pile side and bottom
桩侧桩底注浆超长桩承载性能实验研究
3.
Latter Cenent-inject Technique Reseach and Application for Underlying of a Big Diameter Drill-affusing Pile in Nerilic Pool Region;
滩涂区钻孔灌注桩桩底注浆技术的研究和应用
4.
Experimental Study on Vertical Bearing Capacity of Super-Length Post Cast Bored Pile in Wenzhou Soft Soil Region
温州地区软土地基超长桩底注浆钻孔灌注桩竖向承载力试验研究
5.
Application of End-grouting Bored Pile in the Foundation Design of Xunda Edifice
机械钻孔灌注桩桩底注浆在迅达大厦基础设计中的应用
6.
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
7.
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
8.
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
9.
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
10.
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
11.
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
12.
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
13.
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
14.
The application and analysis of pressure grouting technique on filling pile bottom in engineering
灌注桩桩底压力灌浆在工程中的应用及分析
15.
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。
16.
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
17.
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
18.
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