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Application of Composite Pressured Post grouting Bored Pile Foundation 钻孔灌注桩后压力注浆复合桩基础在银河大厦工程中的应用
post grouting bored pile 后压浆灌注桩
Tests on Post Grouting into Bored Pile in Shanghai 钻孔灌注桩后压浆技术在上海地区的试验
rush post grouting of bored pile 冲钻孔灌注桩
complex bored pile post grouting technique 钻孔灌注桩复式后压浆技术
post-pressure grouting bored pile technology 后压浆桩
The application of post grouting technique of cast-in-place bored pile 钻孔灌注桩后压浆工艺的应用
Post Grouting Technology for Bored Pile Applied to Pile Foundation Engineering of Super Tall Building 灌注桩后注浆技术在超高层建筑桩基工程中的应用
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
Selection of impacted plasm in post grouting work of cast-in-site bored piles 钻孔灌注桩后压浆工程中压浆材料的选择
New Understanding on the Mechanism of Post Grout Injection for Bored Piles 钻孔灌注桩后压浆技术机理的新认识
Construction of post grouting technology of cast-in-place bored piles 浅论钻孔灌注桩后压浆技术的施工
Post Grouting Construction Technique for Bored Piles with Slurry-supported Wall 泥浆护壁钻孔灌注桩后压浆施工技术
The most interested problems of the design of post base-grouted bored pile are the estimate of the quantity of grouting and the bearing capacity. 桩端后注浆灌注桩单桩合理注浆量与承载力的计算成为工程界关注的主要问题之一,尚无设计规程可循。
Analyses on and Results of Post Grouting Design for Bottom Enlargement of Bored Piles 宜春市审计局综合楼钻孔扩底灌注桩加后压浆设计分析及应用效果
The principle and calculation of post grouting to enhance bearing capability of cast-in-place bored piles 钻孔灌注桩后压浆提高承载力的机理及计算
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
Discussion on the Designing Points of Bearing Capacity of Posterior Grouting Bored Piles 后压浆钻孔灌注桩承载力设计要点探讨
This study reveals that the bearing capacity of rigid pile composite foundation also can be increased by post grouting technique. 因此，钻孔灌注桩的后注浆技术同样可以提高刚性桩复合地基的承载力。
Problem on the bearing capacity of cast-in-place pile influenced by the deposit at pile end and the mud hanged on pile shaft can be solved by the technique with the post grouting. 灌注桩后压浆技术解决了桩底沉淤和桩身泥皮影响灌注桩承载力的问题,使桩底、桩侧土得到了加固,从而大幅度提高了灌注桩的承载力,降低了桩的沉降量。