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FENG Zhong-ju, WU Yan-ling, CHENG Chao, WU Ming-yuan. Influence range calculation of damaged bridge during vibropile construction[J]. Journal of Traffic and Transportation Engineering, 2010, 10(4): 29-33. doi: 10.19818/j.cnki.1671-1637.2010.04.005
Citation: FENG Zhong-ju, WU Yan-ling, CHENG Chao, WU Ming-yuan. Influence range calculation of damaged bridge during vibropile construction[J]. Journal of Traffic and Transportation Engineering, 2010, 10(4): 29-33. doi: 10.19818/j.cnki.1671-1637.2010.04.005
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Influence range calculation of damaged bridge during vibropile construction

doi: 10.19818/j.cnki.1671-1637.2010.04.005
  • 1.

    School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China

  • 2.

    Chifeng Highway Department, Chifeng 024000, Inner Mongolia, China

  • 3.

    CCCC First Highway Consultants Co., Ltd., Xi'an 710075, Shaanxi, China

  • 4.

    CCCC Highway Consultants Co., Ltd., Beijing 100088, China

More Information
  • Author Bio:

    FENG Zhong-ju(1965-), male, professor, PhD, +86-29-82334881, ysf@gl.chd.edu.cn

  • Received Date: 2010-02-10
  • Publish Date: 2010-08-25
    Abstract
  • The influence range of damaged bridge during vibropile construction on surrounding soil was studied in the actual accident scene of Jiujiang Bridge by using vibration theory, cavity expansion theory and simulation analysis.The lateral displacement of foundation soil under vibration load was simulated, and the influence range was 20 m according to the diminish law of displacement.According to vibration theory, the attenuation of vibration wave in foundation soil was considered, and the influence range was 15 m.Using cavity expansion theory, the relationship between the aperture and the plastic zone for the soil was analyzed, and the influence range was 23 m.The influence ranges were between 15 m and 23 m.The factors such as piling rate, piling order and piling process were considered under the construction, according to the theoretical computation results, the processing scheme of actual project and measure result, the intended safe distance is 18 m.Applied result shows that the vibration wave caused by the construction of accident treatment platform's vibropile foundation, does not cause further collapse in surrounding environment, so the influence range of theoretical analysis is scientific and reasonable.

     

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    • References(11)
  • [1]
    SHI Feng. Experimental reasearch on load transfer mechanism of pretensioned high trength spun concrete pile[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 95-99. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200401018.htm
    [2]
    QU Hai-yan, LI Guo-qiang, SUN Jian-yun, et al. Numerical simulation analysis of circular concrete-filled steel tube specimen under lateral impact[J]. Journal of Architecture and Civil Engineering, 2010, 27(1): 89-96. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XBJG201001018.htm
    [3]
    WANG Yu-xing, SUN Jun. Influence of pile driving on properties of soils around pile and pore water pressure[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(1): 153-158. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200401010.htm
    [4]
    LEI Guo-hui, ZHAO Wei-bing, SHI Jian-yong. Analysis of interaction between driven pile and soil[J]. Journal of Hohai University: Natural Sciences, 1999, 27(2): 57-59. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HHDX902.011.htm
    [5]
    ZHOU Bing-qin. The theory of spherical cavity expansion and its application[D]. Nanjing: Southeast University, 2005. (in Chinese)
    [6]
    XIAO Zhao-ran, ZHANG Zhao, DU Ming-fang. An elastoplastic closed-form approach of cavity expansion in saturated soil based on modified camclay model[J]. Rock and Soil Mechanics, 2004, 25(9): 1373-1378. (in Chinese) doi: 10.3969/j.issn.1000-7598.2004.09.006
    [7]
    FENG Zhong-ju, REN Wen-feng, LI Jin. Bearing capacity of post-grouting pilefoundation[J]. Journal of Chang'an University: Natural Science Edition, 2006, 26(3): 35-38. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200603008.htm
    [8]
    LIU Shun-min, ZHANG Xiao-fu. Study on sheltering effect of driven piles on soft soil displacement during pile driving[J]. Water Resources and Power, 2008, 26(3): 146-149. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SDNY200803044.htm
    [9]
    LIU Sheng-chuan, WU Li-jian, SONG Er-xiang. Dynamic response properties of two-way subgrade in bridge-subgrade transition section under moving load[J]. Journal of Traffic and Transportation Engineering, 2009, 9(6): 26-31. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JYGC200906008.htm
    [10]
    CAVICCHI A, GAMBAROTTA L. Collapse analysis of masonry bridges taking into account arch-fill interaction[J]. Engineering Structures, 2005, 27(4): 605-615.
    [11]
    WANG Li-li, YANG Li-ming, HUANG De-jin, et al. An impact dynamics analysis on a new crashworthy device against ship-bridge collision[J]. International Journal of Impact Engineering, 2008, 35(8): 895-904.
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