POOROOSHASB H B, ALAMGIR M, MIURAB N.Negative Skin Friction on Rigid and Deformable Piles[J].Computers and Geotechnics, 1996, 18(2):109-126.
[2]
FANG Lei, XIE Yong-li.Model Experiment of Pile-soil Stress Ratio of Composite Ground Under Flexible Foundation[J].Journal of Changan University:Natural Science Edition[J].2005, 25(2):30-32.
[3]
LI Zhi-bin, YE Guan-bao, XU Chao.Comparison and Analysis of the Pile-soil Stress Ratio in Cement Mixing Pile Composite Foundation[J].Chinese Journal of Underground Space and Engineering, 2005, 1(3):386-389.
[4]
ZENG Kai-hua, YU Jian-lin, GONG Xiao-nan.Analysis of Performance of LSC Pile Composite Ground Under the Load from Embankment[J].Journal of Zhejiang University:Engineering Science, 2004, 38(2):185-190.
[5]
CHI Yue-jun, SONG Er-xiang, JIN Huai, et al.Experimental Study on Stress Distribution of Composite Foundation with Rigid Piles[J].Rock and Soil Mechanics, 2003, 24(3):339-343.
[6]
LIU Li-min, YANG Chun-lin, ZHANG Jian-xin.Settlement Calculation of Composite Ground with Flexible Piles[J].Harbour Engineering, 1997, 2(1):31-35.
[7]
XU Yang, XIE Kang-he, HU Mao-gang.Method for Calculating Settlement of Composite Ground Under Rigid Foundation Considering Distortion Coordination[J].Journal of Zhejiang University:Engineering Science, 2003, 37(5):551-555.
[8]
SHE Xue-sen.Settlement Calculation of Soft Soil Ground[M].Beijing:China Communications Press, 1998.
[9]
SHEN Wei, CHI Yue-jun, SONG Er-xiang.Settlement Calculation of Composite Ground with Rigid Piles Including Pile-soil-cushion Interaction[J].Engineering Mechanics, 2003, 20(2):36-42.
CAO Han-zhi.Axial Loading Transfer of Pile and Numerical Calculation Method of Loading-settlement Curve[J].Chinese Journal of Geotechnical Engineering, 1986, 8(6):37-49.
