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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Front. Struct. Civ. Eng.  2009, Vol. 3 Issue (3): 339-343   https://doi.org/10.1007/s11709-009-0047-9
  Research articles 本期目录
Construction technology on pile foundation of No. 6 main pier in Dashengguan Yangtze Bridge
Construction technology on pile foundation of No. 6 main pier in Dashengguan Yangtze Bridge
Hongbin YU 1, Zeping LIAN 2,
1.Jinling Institute of Technology, Nanjing 210001, China; 2.Headquarter of Building DA Sheng-guan Bridge, Nanjing 210000, China;
 全文: PDF(86 KB)  
Abstract:Based on pile foundation construction of No. 6 main pier, deep mudstone geological foundation and deep-water construction in Nanjing-Dashengguan Yangtze Bridge, the method of super-large-diameter bored pile in deep water is studied. The spread drill, application of PHP mud, and choice of machine are solved by adopting two machines of KTY4000 and KPG300A. Besides, the airlift reversing circulation is selected in slag discharge. The results show that this method can ensure successfully the construction of pier foundation to satisfy the demands of codes.
Key wordsPHP slurry    KTY4000 drilling machine    KPG3000A drilling machine    spread drill
出版日期: 2009-09-05
 引用本文:   
. Construction technology on pile foundation of No. 6 main pier in Dashengguan Yangtze Bridge[J]. Front. Struct. Civ. Eng., 2009, 3(3): 339-343.
Hongbin YU , Zeping LIAN , . Construction technology on pile foundation of No. 6 main pier in Dashengguan Yangtze Bridge. Front. Struct. Civ. Eng., 2009, 3(3): 339-343.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-009-0047-9
https://academic.hep.com.cn/fsce/CN/Y2009/V3/I3/339
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