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 33 Issue zk1
Turn off MathJax
Article Contents
Abstract
References
Related Articles
ZHAO Jian-bin, Shi Yong-qiang, YANG Jun. Influencing factors for bearing capacity of statically pressed pipe piles based on grey theory[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 394-398.
Citation: ZHAO Jian-bin, Shi Yong-qiang, YANG Jun. Influencing factors for bearing capacity of statically pressed pipe piles based on grey theory[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 394-398.
shu

Influencing factors for bearing capacity of statically pressed pipe piles based on grey theory

  • 1. School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China; 2. Institute of Geotechnical Engineering, Shenyang Jianzhu University, Shenyang 110168, China; 3. School of Civil Engineering, Harbin Institute of Technology, Harbin 150001, China

More Information
  • Received Date: April 25, 2011
  • Published Date: November 30, 2011
    Graphical Abstract
    • Abstract
  • The ultimate bearing capacity of statically pressed pipe piles is affected by the geometry of piles, property of soil surrounding the piles, pile construction and so on. The grey correlation method is used to analyze the investigation data, construction records and field loading test data of statically pressed pipe piles in Liaoshen area, and the factor sorting which affects the bearing capacity of single pile is acquired. The results show that the ultimate bearing capacity of single pile is end resistance, which is different from that in south area of China. It is advisable to analyze the factors which affect the bearing capacity of statically pressed pipe piles by use of the grey correlation method. The results agree well with the real situation of load distribution. The grey correlation method provides a new research approach for analyzing the bearing mechanism of statically pressed pipe piles and gives some references for researches on relative problems in future.
    • FullText(HTML)
    • References (9)
  • [1]
    赵俭斌 , 陈 勇 , 马剑秋 , 等 . 静压管桩单桩承载力试验与桩基优化设计 [J]. 沈阳建筑大学学报 ( 自然科学版 ), 2006, 22 (6): 903 – 906. ( ZHAO Jian-bin , CHEN Yong, MA Jian-qiu, et al. Experimental research on bearing capacity of single PHC pile & optimizing design of pile foundation[J]. Journal of Shenyang Jianzhu University (Natural Science), 2006, 22 (6): 903 – 906. ( in Chinese ) )
    [2]
    赵俭斌 , 孙云飚 , 耿东阳 , 等 . 静力法估算静压管桩单桩极限承载力方法的研究 [J]. 工程勘察 , 2008(4) : 9 – 12. ( ZHAO Jian-bin , SUN Yun-biao, GENG Dong -yang. Research on estimating the ultimate bearing capacity of jacked pipe pile with static analysis method [J] . Geotechnical Investigation & Surveying 2008(4) : 9 – 12. ( in Chinese ))
    [3]
    赵俭斌 , 阮 翔 , 孙传胤 , 等 . 辽沈地区静压管桩终压力与单桩极限承载力的关系研究 [J]. 沈阳建筑大学学报 ( 自然科学版 ), 2005(4): 302 – 304. ( ZHAO Jian-bin , RUAN Xiang , SUN Chuan-yin , et al. Research on the relationship between the final pressure of static pressure pile in Liaoshen area and the ultimate bearing capacity of single pile[J]. Journal of Shenyang Jianzhu University (Natural Science), 2005, 21 (4): 302 – 304. ( in Chinese ) )
    [4]
    赵俭斌 , 杨 军 , 史永强 , 等 . 高强预应力混凝土管桩基础在辽宁推广应用综述 [C]// 建筑与环境的塑造 ( 辽宁省土木建筑学会 50 周年文集 ), 沈阳 : 辽宁科学技术出版社 , 2009:151-153. ( ZHAO Jian-bin , YANG Jun, SHI Yong-qiang. The application review of PHC pipe pile in Liaoning province [C] // Shaping of Architecture and Environment, Shenyang: Liaoning Science and Technology Publishing House, 2009: 151 – 153. ( in Chinese ) )
    [5]
    李素华 , 周 健 , 杨 位 , 等 . 复杂地基中桩基承载机理计算研究 [J]. 岩石力学与工程学报 , 2003, 9 (9): 1572 – 1577. (LI Su-hua, ZHOU Jian, YANG Wei, et al. Calculation and study on bearing mechanism of pile foundation in complicated ground [J]. Journal of Rock and Engineering, 2003, 9 (9): 1572 – 1577. ( in Chinese ) )
    [6]
    蔡 健 , 周万清 , 林奕禧 , 等 . 深厚软土超长预应力高强混凝土管桩轴向受力性状的试验研究 [J]. 土木工程学报 , 2006, 10 (10): 102 – 107. ( CAI Jian, ZHOU Wan-qing, LIN Yi-xi, et al. Experimental study on the axial compressive behavior of super-long PHC pipe piles in deep soft soils[J]. China Civil Engineering Journal, 2006, 10 (10): 102 – 107. ( in Chinese ) )
    [7]
    刘思峰 . 灰色系统理论及其应用 [M] . 北京 : 科学出版社 , 2008. (LIU Si-feng. Grey system and application [M]. Beijing: Science Press, 2008. ( in Chinese ) )
    [8]
    刘兴远 , 康景文 , 林文修 . 桩基工作特性分析的神经网络模型 [M]. 北京 : 中国建筑工业出版社 , 1999. ( LIU Xing-yuan, KANG Jing-wen, LIN Wen-xiu. Pile foundation work characteristic analysis of neural network model[M]. Beijing: China Architecture & Building Press, 1999. ( in Chinese ) )
    [9]
    王俊林 , 王志宽 , 马 艳 . 静压管桩单桩极限承载力与终压力关系的探讨 [J]. 岩土力学 , 2008, 29 (11): 632 – 634. (WANG Jun-lin, WANG Zhi-kuan, MA Yan. Relationship between ultimate bearing capacity of single pile and final pressure of static pressure pipe pile[J]. R ock and Soil Mechanics, 2008, 29 (11): 632 – 634. ( in Chinese ) )
    • Related Articles

  • Related Articles

    [1]GU Xiao-qiang, YU Kuan-yuan, HUANG Mao-song, LIU Xin, YAN Fang, WU De-shun. Finite element method for analyzing environmental vibration without apparent sources and its application in Beijing High-Energy Photon Source[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(12): 2245-2252. DOI: 10.11779/CJGE202212011
    [2]WEI Ying-qi, CAI Hong, WU Shuai-feng, XIAO Jian-zhang, SONG Jian-zheng. Vibration response and reinforcement mechanism of high-fill soil-stone mixtures by dynamic compaction[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 237-240. DOI: 10.11779/CJGE2019S1060
    [3]CAO Xue-shan, E Li-su, LAI Xi-yang, ZHOU Sai, LI Guo-wei, YUAN Jun-ping, WU Jian-tao. Factors for strength attenuation of mudstone during slaking and disintegration[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(10): 1936-1942. DOI: 10.11779/CJGE201910019
    [4]DU Tao-tao. Propagation and response laws of mine seism[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(3): 418-425. DOI: 10.11779/CJGE201803004
    [5]LI Shu-gang, ZHAO Yong, XU Man-gui. Change law of gas content under low-frequency vibration[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(5): 918-923. DOI: 10.11779/CJGE201505018
    [6]LÜ Hai-bo, ZENG Zhao-tian, ZHAO Yan-lin, GE Ruo-dong, CHEN Cheng-you, WEI Chang-fu. Function fitting on strength attenuation curve of swell-shrinking soils[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 157-162.
    [7]YU Tian, LI Xiao-jun. Attenuation relationship of ground motion for Wenchuan Earthquake region based on NGA model[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(3): 552-558.
    [8]HE Changming, ZOU Jinfeng, LI Liang. Field tests on measurement of dynamic stress of dynamic compaction[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(4): 628-632.
    [9]Sun Jinzhong, Tan Hanhua, Qi Shengwen, Wang Shuli. Frequency analysis of dynamic compaction vibration[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(4): 412-415.
    [10]Wang Mingyang, Qian Qihu. Attenuation Law of Explosive Wave Propagation in Cracks[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(2): 42-46.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1337) PDF downloads (382) 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