1.
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
2.
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
3.
TECHNIQUE OF POST GROUTING PILE(7) --FACTORS AFFECTING THE VERTICAL COMPRESSIVE BEARING CAPACITY OF PILES BY TIP AND SKIN GROUTING
后注浆桩技术(7)——影响桩端桩侧联合注浆桩竖向抗压承载力的因素
4.
The Dynamical Examination and Judgement of Perfusion Stake Base with Jamming Slurry on Stake End;
桩端后压浆灌注桩桩基动力的检测与评定
5.
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
6.
The Technique of Pressure Grouting under Piles Tip and Applying to Cast-in-Situ Piles in Gravel;
卵石层中的灌注桩桩端压力灌浆技术及应用
7.
Analysis on the Mechanism of Post-grouting Pile to Improve the Bearing Capacity of Bored Piles
桩端后压浆对提高钻孔灌注桩承载力的作用机理分析
8.
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
9.
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
10.
Construction Practice of Bored Cast-in-place Pile Post Grouting in Hangzhou
杭州滨江区钻孔灌注桩桩端后压浆施工实践
11.
Application study of in pile by base post grouting super-long and lame-diameter bored piles
桩端后压浆在超长大钻孔灌注桩中的应用研究
12.
Application of the Base Grouting Technique to Bored Pile Foundations
桩端压浆技术在钻孔灌注桩基施工中的应用
13.
Research on the Use of Later Low-pressure Grouting to the Drilling Hole Pour Pile;
钻孔灌注桩低压力后压浆的应用研究
14.
The research on the post-grouting of pile end construction technique in improving the loading capacity of pile foundation
桩端后注浆技术提高桩基承载力研究初探
15.
Analysis of Effect Testing of Post Grouting of Pile End in Scree Bearing Stratum
卵石持力层桩端后压浆效果检测分析
16.
Discussion on Estimation Calculation Method of the Ultimate Bearing Capacity of a Single Base-grouting Bored Pile in Shanghai Soft Soil Area
上海软土地区桩端后注浆灌注桩单桩极限承载力估算方法探讨
17.
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
18.
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。