QIANG Xiao-jun~1,CHEN He-ai~1,JIANG Hui-huang~2(1.School of Architectural Engineering,Nanchang University,Nanchang 330029,China; 2.Shenzhen Research and Design Institute of China Academy of Railway Sciences,Shenzhen 518034,China)
Abstract：This article simply explains distribution character of pile friction and settlement model of CFG pile composite ground.The calculation method of settlement and the formulas of pile-soil stress ratio hold that the underlying layer of soil is winkle foundat
强小俊; 陈合爱; 江辉煌. CFG桩复合地基的特性研究[J]. 南昌大学学报（工科版）, 2006, 28(02): 1-.
QIANG Xiao-jun~1,CHEN He-ai~1,JIANG Hui-huang~2(1.School of Architectural Engineering,Nanchang University,Nanchang 330029,China; 2.Shenzhen Research and Design Institute of China Academy of Railway Sciences,Shenzhen 518034,China). . , 2006, 28(02): 1-.
2006, Vol. 28 