Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 36 Issue zk1
Turn off MathJax
Article Contents
Abstract
References
ZHAO Sheng-feng, HUANG Guang-long, MA Shi-qiang, ZHOU Wen-yuan, ZHANG Xin. Application of precast concrete pipe piles in a deep excavation project[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 91-96. DOI: 10.11779/CJGE2014S1016
Citation: ZHAO Sheng-feng, HUANG Guang-long, MA Shi-qiang, ZHOU Wen-yuan, ZHANG Xin. Application of precast concrete pipe piles in a deep excavation project[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 91-96. DOI: 10.11779/CJGE2014S1016
shu

Application of precast concrete pipe piles in a deep excavation project

  • 1. Nanjing Institute of Surveying, Mapping &
    Geotechnical Investigation Co., Ltd, Nanjing 210019, China;
    2. College of Transportation Science &
    Engineering Nanjing University of Technology, Nanjing 210009, China

More Information
  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
    Graphical Abstract
    • Abstract
  • As a new type of retaining pile for foundation pit engineering, the pre-tensioned prestressed concrete pipe pile has many advantages, such as a good pile quality, high strength and reliable construction quality. It is worthy of popularization and application. Based on the displacement calculation method, the parameters that affect the displacement of excavation are further analyzed when the prestressed concrete pipe pile is used as the retaining pile. Through a practical example of research building of NUPT, the layout of retaining piles is introduced, and the measured displacement of the foundation pit is compared with the theoretical results. It is shown that the calculated displacement changes gently, and the maximum varies from 17.0 mm to 23.2 mm; while the measured values are between 16.1mm and 21.5mm. They are consistent with each other, and the change rule is almost identical. Thus the reliability and validity of the prestressed concrete retaining pipe pile are conformed. It may provide a good reference for similar projects..
    • FullText(HTML)
    • References (14)
  • [1]
    何永福, 朱进军. 管桩在连云港地区基坑支护中的应用及实测分析[J]. 建筑结构, 2009, 39(7): 57-59. (HE Yong-fu, ZHU Jin-jun. Application and observational analysis of pipe-pile for excavation support system in Lianyungang district[J]. Architectural Construction, 2009, 39(7): 57-59. (in Chinese))
    [2]
    黄广龙, 李 勇, 夏 佳. 预应力管桩在基坑围护中的应用[J]. 建筑技术, 2006, 37(12): 926-927. (HUANG Guang-long, LI Yong, XIA Jia. Application of pre-stressed concrete pipe-pile deep foundation bracing structure[J]. Architecture Technology, 2006, 37(12): 926-927. (in Chinese))
    [3]
    周建凡. PHC管桩在深基坑工程中的应用研究[D]. 武汉: 武汉理工大学, 2007. (ZHOU Jian-fan. Study on application of PHC pile in deep foundation pit[D]. Wuhan: Wuhan University of Technology, 2007. (in Chinese))
    [4]
    耿 平, 陆秀华, 蒋柏东. PCMW工法在深基坑工程中的应用[J]. 建筑技术, 2012, 43(3): 231-233. (GENG Ping, LU Xiu-hua, JIANG Bo-dong. Application of PCMW method in deep foundation pit engineering[J]. Architecture Technology, 2012, 43(3): 231-233. (in Chinese))
    [5]
    杨光华. 深基坑支护结构的实用计算方法及其应用[J]. 岩土力学, 2004, 25(12): 1885-1896. (YANG Guang-hua. Practical calculation method of retaining structures for deep excavations and its application[J]. Rock and Soil Mechanics, 2004, 25(12): 1885-1896. (in Chinese))
    [6]
    杨 波, 黄广龙, 赵升峰, 等. 预应力高强混凝土矩形支护桩在基坑工程中的应用[J]. 岩土工程学报, 2012, 34(增刊): 371-376. (YANG Bo, HUANG Guang-long, ZHAO Sheng-feng, et al. Application of rectangular prestressed high strength concrete supporting piles in excavation engineering[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(S0): 371-376. (in Chinese))
    [7]
    张 仕, 李欢秋, 王爱勋. 提高PHC 管桩在深基坑支护中应用的技术途径[J]. 地下空间与工程学报, 2011(增刊2): 1643-1647. (ZHANG Shi, LI Huan-qiu, WANG Ai-xun. Technical approaches to improvement of application of PHC pile in deep foundation pit[J]. Chinese Journal of Underground Space and Engineering, 2011(S2): 1643-1647. (in Chinese))
    [8]
    上官京灵, 黄广龙, 耿山河. U型预应力混凝土支护板桩承载力计算方法[J]. 南京工业大学学报(自然科学版), 2013, 35(5): 100-104. (SHANGGUAN Jing-ling, HUANG Guang-long, GENG Shan-he. Calculation method for bearing capacity of U-shaped pretressed reinforced concrete sheet pile[J]. Journal of Nanjing University of Technology (Natural Science), 2013, 35(5): 100-104. (in Chinese))
    [9]
    郑陈旻, 王曾辉, 章 昕, 等. 双排桩支护在福建沿海软土深基坑工程中的经济性分析[J]. 岩土工程学报, 2010, 32(增刊1): 317-320. (ZHENG Chen-min, WANG Zeng-hui, ZHANG Xin, et al. Economic analysis of double-row piles in deep foundation pits in soft soils in coastal areas of Fujian province[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S1): 317-320. (in Chinese))
    [10]
    颜荣华, 黄广龙, 梅国雄, 等. 预应力混凝土支护管桩抗剪计算分析[J]. 南京工业大学学报(自然科学版), 2010, 32(5): 49-54. (YAN Rong-hua, HUANG Guang-long, MEI Guo-xiong, et al. Analysis of shear resistant capacity of prestressed concrete supporting pipe pile[J]. Journal of Nanjing University of Technology (Natural Science), 2010, 32(5): 49-54. (in Chinese))
    [11]
    黄广龙, 颜荣华, 周 峰, 等. 预应力高强混凝土支护桩抗弯试验研究及计算方法探讨[J]. 建筑结构, 2012, 42(4): 113-116. (HUANG Guang-long, YAN Rong-hua, ZHOU Feng, et al. Experimental study and discussion on the flexural capacity of prestressed high strength concrete supporting piles[J]. Architectural Construction, 2012, 42(4): 113-116. (in Chinese))
    [12]
    周文苑, 黄广龙, 凌德祥, 等. 预应力高强混凝土矩形支护桩的受弯性能[J]. 南京工业大学学报(自然科学版), 2011, 33(5): 84-89. (ZHOU Wen-yuan, HUANG Guang-long, LING De-xiang, et al. Flexural performance of rectangular pre-stressed high strength concrete supporting pile[J]. Journal of Nanjing University of Technology (Natural Science), 2011, 33(5): 84-89. (in Chinese))
    [13]
    雷亮亮. PHC管桩应用于基坑支护的模拟分析[D]. 合肥: 合肥工业大学, 2012. (LEI Liang-liang. Simulation and analysis of PHC pipe pile used in the foundation pit support[D]. Hefei: Hefei University of Technology, 2012. (in Chinese))
    [14]
    杨庆光, 严鹤鸣, 罗善煌, 等. 悬臂式管桩在基坑支护工程中的应用研究[J]. 湖南工业大学学报, 2013, 27(3): 31-35. (YANG Qing-guang, YAN He-ming, LUO Shan-huang, et al. Application of cantilever pipe piles in foundation pits engineering[J]. Journal of Hunan University of Technology, 2013, 27(3): 31-35. (in Chinese))
    • Related Articles
  • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (341) PDF downloads (386) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return