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Volume 41 Issue S1
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ZHENG Gang, GUO Zhi-yi, YANG Xin-yu, ZHOU Hai-zuo, YU Xiao-xuan, ZHAO Jia-peng, XIA Bo-yang. Influences of stiffness of piles on failure modes of embankment of composite foundation[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 49-52. DOI: 10.11779/CJGE2019S1013
Citation: ZHENG Gang, GUO Zhi-yi, YANG Xin-yu, ZHOU Hai-zuo, YU Xiao-xuan, ZHAO Jia-peng, XIA Bo-yang. Influences of stiffness of piles on failure modes of embankment of composite foundation[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 49-52. DOI: 10.11779/CJGE2019S1013
shu

Influences of stiffness of piles on failure modes of embankment of composite foundation

  • 1. Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education, Tianjin 300072, China;
    2. School of Civil Engineering, Tianjin University, Tianjin 300072, China;

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  • Received Date: April 29, 2019
  • Published Date: July 14, 2019
    Graphical Abstract
    • Abstract
  • The post-failure simulations of ideal elastic-plastic and brittle cracks are adopted to analyze the bearing capacities of piles based on the existing researches. The weakening of flexural and shear capacities when cracks are generated can be better reflected by the brittle crack model. A finite difference method is adopted to analyze the stability of pile-supported embankment. The analysis reveals the failure modes of piles are different under different elastic moduli of materials and embankment loads. When the stiffness and strength of piles reach a certain value, bending-tensile failure happens. The brittle crack model should be used to describe the weakening of the flexural and shear capacities of piles as well as the progressive failure of different piles.
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    • References (14)
  • [1]
    龚晓南. 广义复合地基理论及工程应用[J]. 岩土工程学报, 2007, 29(1): 1-13.
    (GONG Xiao-nan.Generalized composite foundation theory and engineering application[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(1): 1-13. (in Chinese))
    [2]
    郑刚, 龚晓南, 谢永利, 等. 地基处理技术发展综述[J].土木工程学报, 2012, 45(2): 127-146.
    (ZHENG Gang, GONG Xiao-nan, XIE Yong-li, et al.State of the arttechniques for ground improvement in China[J]. China Civil Engineering Journal, 2012, 45(2): 127-146. (in Chinese))
    [3]
    刘吉福. 沉管灌注桩断桩率减小措施试验研究[J]. 公路, 2012, 6(6): 96-103.
    (LIU Ji-fu.Experiment and study on measures to deduce broken pile of sinking-pipe concrete piles[J]. Highway, 2012, 6(6): 96-103. (in Chinese))
    [4]
    刘吉福, 郑刚, 安关峰. 刚性桩复合地基路基绕流滑动稳定分析[J]. 工程勘察, 2013(6): 17-22.
    (LIU Ji-fu, ZHENG Gang, AN Guan-feng.Stability analysis of flow- slide of embankment on rigid-piles composite ground[J]. Geotechnical Investigation and Surveying, 2013(6): 17-22. (in Chinese))
    [5]
    莫景逸, 黄向平. 某矿料堆场地基失稳原因分析[J]. 水运工程, 2013(10): 212-217.
    (MO Jing-yi, HUANG Xiang-ping.Analysis of foundation failure of mineral ore yard[J]. Port and Waterway Engineering, 2013(10): 212-217. (in Chinese))
    [6]
    ABUSHARAR S W, HAN J.Two-dimensional deep-seated slope stability analysis of embankments over stone column-improved soft clay[J]. Engineering Geology, 2011, 120: 103-110.
    [7]
    BROMS B B.Can lime/cement columns be sued in Singapore and Southeast Asia 3rd GRC Lecture[R]. Singapore: Nanyang Technological University and NTU-PWD Geotechnical Research Centre, 1999.
    [8]
    HAN J, HUANG J, PORBAHA A.2D numerical modeling of a constructed geosynthetic-reinforced embankment over deep mixed columns[C]// ASCE GSP 131, Contemporary Issues in Foundation Engineering. Singapore, 2005.
    [9]
    KITAZUME M, KENJI MARUYAMA.Internal stability of group column type deep mixing improved ground under embankment loading[J]. Soils and Foundations, 2007, 47(3): 437-455.
    [10]
    郑刚, 李帅, 刁珏. 刚性桩复合地基支承路堤破坏机理的离心模型试验[J]. 岩土工程学报, 2012, 34(11): 1977-1989.
    (ZHENG Gang, LI Shuai, DIAO Yu.Centrifugal model tests on failure mechanisms of embankments on soft ground reinforced by rigid piles[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(11): 1977-1989. (in Chinese))
    [11]
    ZHANG Z, HAN J, YE G B.Numerical analysis of failure modes of deep mixed column-supported embankments on soft soils[J]. Ground Improvement and Geosynthetics, 2014, 168: 78-87.
    [12]
    SADRNEJAD S A.Numerical modelling for the evaluation of progressive damage to plain concrete structures[J]. Journal of the South African Institution of Civil Engineering, 2010, 52(2): 19-30.
    [13]
    NAVIN M P, FILZ G M.Numerical stability of embankments supported on deep mixed columns[C]// ASCE Geotechnical Special Publication No.152: Ground Modification and Seismic Mitigation. Shanghai, 2006.
    [14]
    郑刚, 杨新煜, 周海祚, 等. 基于连续破坏的刚性桩支承路堤的稳定性分析和稳定性控制[J]. 岩土工程学报, 2017, 39(4): 581-591.
    (ZHENG Gang, YANG Xin-yu, ZHOU Hai-zuo, et al.Researches on stability and control strategy of embankments reinforced by rigid piles based on the concept of progressive failure[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(4): 581-591. (in Chinese)
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