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Volume 28 Issue 1
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BAI Shunguo, HOU Yongfeng, ZHANG Hongru. Analysis on critical cyclic stress ratio and permanent deformation of composite foundation improved by cement-soil piles under cyclic loading[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(1): 84-87.
Citation: BAI Shunguo, HOU Yongfeng, ZHANG Hongru. Analysis on critical cyclic stress ratio and permanent deformation of composite foundation improved by cement-soil piles under cyclic loading[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(1): 84-87.
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Analysis on critical cyclic stress ratio and permanent deformation of composite foundation improved by cement-soil piles under cyclic loading

  • 1.College of Civil Engineering Beijing Jiaotong University Beijing 100044 China 2.College of Urban and Rural Construction Agricultural University of Hebei Baoding 071001 China

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  • Published Date: January 15, 2006
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    • Abstract
  • Through model tests on composite foundation of cement-soil piles under cyclic loading,and with interaction of cushion,reinforced zone and sublayer being taken into account,the vertical permanent deformation of composite foundation of cement-soil piles under cyclic loading was studied and the influences of consolidation states,cyclic stress ratio and vibration frequency were considered.The variation rule of critical cyclic stress ratio and vertical permanent deformation with numbers of loading cycles,vibration frequency and consolidation states were obtained.These results were siginificant to control the settlement of composite foundation.
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