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Volume 37 Issue 3
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ZHENG Gang, ZHOU Hai-zuo, DIAO Yu, LIU Jing-jin. Bearing capacity factor for granular column-reinforced composite ground in saturated soft clay[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(3): 385-399. DOI: 10.11779/CJGE201503001
Citation: ZHENG Gang, ZHOU Hai-zuo, DIAO Yu, LIU Jing-jin. Bearing capacity factor for granular column-reinforced composite ground in saturated soft clay[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(3): 385-399. DOI: 10.11779/CJGE201503001
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Bearing capacity factor for granular column-reinforced composite ground in saturated soft clay

  • 1. School of Civil Engineering, Tianjin University, Tianjin 300072, China; 2. Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education, Tianjin 300072, China; 3 State Key Laboratory of Hydraulic Engineering Simulation and Safety (Tianjin University), Tianjin 300072, China;

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  • Received Date: June 03, 2014
  • Published Date: March 23, 2015
    Graphical Abstract
    • Abstract
  • The effect of the embedded depth of composite ground on its bearing capacity has not been investigated deeply. The bearing capacity of composite ground is underestimated due to the conservative value of embedded depth considered in engineering practice. A finite difference model is established to study the failure mechanism of granular column under rigid foundation and the ultimate bearing capacity factors of granular column-reinforced composite ground without weight. The results indicate that the potential failure modes of granular column-reinforced composite ground can be categorized into shallow foundation failure, composite failure and block foundation failure, depending on the replacement ratio, length of piles and embedded depth. The depth correction factor increases with the length of columns and decreases with the embedded depth. When the length of column and the embedded depth of foundation keep constant, there is an optimum value of replacement ratio to obtain the maximum value of depth correction factor. According to the calculated results, the effect of embedded depth is underestimated by depth correction factor of 1.0 in the existing code. Based on the Mohr-Coulomb yield criterion, a formula for the equivalent strength method of composite ground is deduced and the bearing capacity factor of the shallow failure mode is evaluated by the limit analysis method, which agrees well with the results of finite difference method.
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    • References (25)
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