1.
Application of Under-reamed Bored Pile in a Bridge;
钻孔扩底灌注桩在桥梁基础工程中的应用
2.
The application of boring and expanding bottom pile in treating high rise building foundation
钻孔扩底灌注桩在处理高层建筑地基中的应用
3.
Experimental Study on Bearing Behavior of Bored Belled Piles in Strong Weathered Granite
强风化花岗岩中钻孔扩底灌注桩承载性状试验
4.
Analysis and treatment on pile bore checking collapse accidents of large diameter bored perfusion pile
大口径钻孔扩底灌注桩在孔形检测时的塌孔分析及处理
5.
Study on the Applied Credibility of Under-reamed Pile in Shenzhen and Its Peripheral Regions;
钻孔扩底灌注桩在深圳及其邻近地区应用可靠性的研究
6.
Analysis on Stability Checking for Bearing Capacity of Bored and Club-footed Piles in Deep and Soft Foundation
浅析钻孔扩底灌注桩在深厚软基中承载力的稳定验算
7.
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
8.
DEVELOPMENT AND APPLICATION OF UNDER-REAMED BORE PILE DRILLIED BY MECHNICAL ROTATING CUTTER
钻孔机械旋转刀扩底灌注桩的开发与应用
9.
Construction Technology of Under-reamed Bored Pile in Guangzhou New TV Tower
广州新电视塔扩底钻孔灌注桩施工技术
10.
Research of pile construction technology through borehole bottom expansion and after-grouting mortar injection
泵吸反循环钻孔扩底灌注后压浆桩施工技术研究
11.
Construction Technology of Manual Holing Boring Piles with Manual Expanding Bottom Constructed with Long Spiral Drilling Machine in Wuhan Tianhe Airport Terminal
武汉天河机场航站楼长螺旋钻机成孔人工扩底灌注桩施工技术
12.
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
13.
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
14.
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
15.
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
16.
Influence of Pile Bottom Sediment on the Bearing Property of Rock-socket Filling Pile
桩底沉渣对嵌岩钻孔灌注桩承载性状影响研究
17.
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
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。