[M].杭州:浙江大学出版社,1992.GONG Xiaonan.Composite Foundation
[2]
[M].Hangzhou:Zhe-jiang University Press,1992.
[3]
李国维,杨涛.柔性基础下复合地基桩土应力比现场试验研究
[4]
[J].Journal of the Geotechnical Engineering Division,ASCE,1978,104(GT12):1465-1488.
[5]
杨嵘昌,宰金珉.广义剪切位移法分析桩-土-承台非线性共同作用原理
[6]
[J].岩土工程学报,1994,16(6):103-116.YANG Rongchang,ZAI Jinmin.The Principle of the Generalized Shear Displacement Method for Analyzing the Nonlinear Interaction of Pile-soil-pilecap
[7]
[J].Chinese Journal of Geotechnical Engineering,1994,16(6):103-116.
[M].4版.北京:高等教育出版社,1996.Mathematics Teaching and Research Section of Tongji University.Advanced Mathematics
[11]
郑俊杰,王熹,陈保国.加筋路堤下桩式复合地基的桩土应力比计算
[12]
[J].华中科技大学学报:城市科学版,2007,24(2):5-8.ZHENG Junjie,WANG Xi,CHEN Baoguo.Pile-soil Stress Ratio of Piled Composite Ground under Geosynthetics-reinforced Embankment
[13]
[J].Journal of Huazhong University of Science and Technology,2007,24(2):5-8.
[14]
龚晓南.复合地基
[15]
[J].岩土力学,2005,26(2):265-269.LI Guowei,YANG Tao.Field Experimental Study on Pile-soil Stress Ratio of Composite Ground under Flexible Foundation
[16]
[J].Rock and Soil Mechanics,2005,26(2):265-269.
[17]
刘吉福.路堤下复合地基桩、土应力比分析
[18]
[J].岩石力学与工程学报,2003,22(4):674-677.LIU Jifu.Analysis on Pile-soil Stress Ratio for Composite Ground under Embankment
[19]
[J].Chinese Journal of Rock Mechanics and Engineering,2003,22(4):674-677.
[20]
CHEN Changfu,YANG Yu.Research on Bearing Capacity of Geosynthetic-reinforced and Pile-supported Earth Platforms over Soft Soil and Analysis of Its Affecting Factors
[21]
[C]// HAN Jie,YIN Jianhua,WHITE D J,et al.Geotechnical Special Publication No.151:Advances in Earth Structures Research to Practice.Shanghai,China:ASCE Publications,2006:294-301.
[22]
RANDOLPH M F,WROTH C P.Analysis of Deformation of Vertically Loaded Piles
[23]
[M].3rd ed.Beijing:Tsinghua University Press,2004.