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Volume 43 Issue 7
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LU Meng-meng, AO Zu-rui, LI Dong-xu, LI Chuan-xun. Consolidation analysis of composite foundation with multiple and reinforcements by granular columns with high replacement ratio impervious piles[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(7): 1253-1260. DOI: 10.11779/CJGE202107010
Citation: LU Meng-meng, AO Zu-rui, LI Dong-xu, LI Chuan-xun. Consolidation analysis of composite foundation with multiple and reinforcements by granular columns with high replacement ratio impervious piles[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(7): 1253-1260. DOI: 10.11779/CJGE202107010
shu

Consolidation analysis of composite foundation with multiple and reinforcements by granular columns with high replacement ratio impervious piles

  • 1.

    School of Mechanics and Civil Engineering, China University of Mining and technology, Xuzhou 221006, China

  • 2.

    State Key Laboratory of Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221006, China

  • 3.

    Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang 212013, China

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  • Received Date: October 29, 2020
  • Available Online: December 02, 2022
    Graphical Abstract
    • Abstract
  • The composite foundation with multiple reinforcements is a newly emerging technique to stabilize soft soils. By this technique, two or more types of differenent piles are combined to stabilize soft soils by increasing the bearing capacity, reducing the post-construction settlement and accelerating the consolidation rate. The composite foundation stabilized by the granular columns with high replacement ratio and impervious piles are selected for analysis. By considering the radial and vertical flows within the granular columns, the consolidation of the granular columns is analyzed in the same way as that for the surrounding soils. Moreover, the surcharge loads are considerd to be supported by the granular columns, the impervious piles and the soft soils together. Then the governing equation for consolidation of this type of composite foundation and the corresponding analytical solutions are derived. The rationality of the solution is futher discussed and verified. Finally, the consolidation behavior of the composite foundation is analysed.
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    • References (16)
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