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Probabilistic Analysis of Joint Work Between Pile and Soil

Received: 1 August 2017     Published: 2 August 2017
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Abstract

Based on the two-dimensional simulation experiment and used the stochastic theory, the regulation of load sharing ratio between pile and soil in composite foundation during construction and consolidation settlement of soil is studied. A simplified probabilistic model is proposed to estimate the load sharing ratio. It provides a reference basis for better study of the predictability of composite foundation and other structural prediction studies based on a variety of materials.

Published in American Journal of Civil Engineering (Volume 5, Issue 4)
DOI 10.11648/j.ajce.20170504.16
Page(s) 231-234
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2017. Published by Science Publishing Group

Keywords

Load-Sharing Ratio, Consolidation Settlement, Granular Arch Structure, Probability Analysis, Stochastic Theory

References
[1] Ebrahim Alizadeh, François Bertrand, Jamal Chaouki. Development of a granular normal contact force model based on a non-Newtonian liquid filled dashpot [J]. Powder Technology 2013 (237):202–212.
[2] Jiang Yan. Research the cushion of rigid pile composite foundation [D]. Zhengzhou: College of civil engineering, Zhengzhou University,2010.
[3] Robert Zalewski, Mariusz Pyrz. Expermental study and modeling of polymer granular structures submitted to internal underpressure [J]. Mechanics of Materials 57 (2013) 75–85.
[4] G. Marketos, C. O’Sullivan. A micromechanics-based analytical method for wave propagation through a granular material [J]. Soil Dynamics and Earthquake Engineering 45 (2013) 25–34.
[5] Hou Mingxun The Test on the Stress Grid of Granular Material and Characteristic Research on Arching Effect [D]. South China University of Technology 2016.
[6] Zhao Bo, Jimmy Wang. Influence of different arrangement of double row piles on retaining performance based on soil arching effect [J] Chinese and foreign highway 2016 2 (36) 11-15.
[7] Yang Guanghua, Li Deje, Guan Dashu. Optimization deign of rigid pile composite Foundation [J]. Chinese Journal of Rock Mechanics and Engineering. 2011, (04):818-825.
[8] I. Albert, J. G. Sample, A. J. Morss, S. Rajagopalan, A.-L. Baraba′si, and P. Schiffer. Granular drag on a discrete object: Shape effects on jamming [J]. Physical Review E, 2001 (64): 061303-1-061303-3.
[9] Ning Guo, Jidong Zhao. The signature of shear-induced anisotropy in granular media [J]. Computers and Geotechnics 2013 (47):1–15.
[10] Jacco H, Snoeijer, Martin van Hecke, et al. Force and weight distributions in granular media: Effects of contact geometry [J]. Physical Review E, 2003 (64): 030302-1-030302-5.
[11] Zhou Aijun, Li Bing, experimental research and finite element analysis of CFG pile composite foundation cushion [J]. rock and soil mechanics, 2010, 6 (31) 1803-1808.
[12] Liu Jiakun. Application of stochastic process [M]. Beijing: Science press. 2000:47-52.
Cite This Article
  • APA Style

    Hongying Jiang, Jiaming Lu. (2017). Probabilistic Analysis of Joint Work Between Pile and Soil. American Journal of Civil Engineering, 5(4), 231-234. https://doi.org/10.11648/j.ajce.20170504.16

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    ACS Style

    Hongying Jiang; Jiaming Lu. Probabilistic Analysis of Joint Work Between Pile and Soil. Am. J. Civ. Eng. 2017, 5(4), 231-234. doi: 10.11648/j.ajce.20170504.16

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    AMA Style

    Hongying Jiang, Jiaming Lu. Probabilistic Analysis of Joint Work Between Pile and Soil. Am J Civ Eng. 2017;5(4):231-234. doi: 10.11648/j.ajce.20170504.16

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  • @article{10.11648/j.ajce.20170504.16,
      author = {Hongying Jiang and Jiaming Lu},
      title = {Probabilistic Analysis of Joint Work Between Pile and Soil},
      journal = {American Journal of Civil Engineering},
      volume = {5},
      number = {4},
      pages = {231-234},
      doi = {10.11648/j.ajce.20170504.16},
      url = {https://doi.org/10.11648/j.ajce.20170504.16},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20170504.16},
      abstract = {Based on the two-dimensional simulation experiment and used the stochastic theory, the regulation of load sharing ratio between pile and soil in composite foundation during construction and consolidation settlement of soil is studied. A simplified probabilistic model is proposed to estimate the load sharing ratio. It provides a reference basis for better study of the predictability of composite foundation and other structural prediction studies based on a variety of materials.},
     year = {2017}
    }
    

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  • TY  - JOUR
    T1  - Probabilistic Analysis of Joint Work Between Pile and Soil
    AU  - Hongying Jiang
    AU  - Jiaming Lu
    Y1  - 2017/08/02
    PY  - 2017
    N1  - https://doi.org/10.11648/j.ajce.20170504.16
    DO  - 10.11648/j.ajce.20170504.16
    T2  - American Journal of Civil Engineering
    JF  - American Journal of Civil Engineering
    JO  - American Journal of Civil Engineering
    SP  - 231
    EP  - 234
    PB  - Science Publishing Group
    SN  - 2330-8737
    UR  - https://doi.org/10.11648/j.ajce.20170504.16
    AB  - Based on the two-dimensional simulation experiment and used the stochastic theory, the regulation of load sharing ratio between pile and soil in composite foundation during construction and consolidation settlement of soil is studied. A simplified probabilistic model is proposed to estimate the load sharing ratio. It provides a reference basis for better study of the predictability of composite foundation and other structural prediction studies based on a variety of materials.
    VL  - 5
    IS  - 4
    ER  - 

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Author Information
  • School of Civil Engineering, Xijing University, Xi’an, China

  • Qin and Han Dynasties New Town Development and Construction Group Co., LTD, Xi’an, China

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