[1] 张忠苗.桩基工程[M].北京:中国建筑工业出版社,2007. [2] 张忠苗.软土地基大直径桩受力性状与桩端注浆新技术[M].杭州:浙江大学出版社.2001. [3] 张忠苗.灌注浆后注浆技术及工程应用[M].北京:中国建筑工业出版社,2009. [4] 刘俊伟,张明义,赵洪福,等.基于球孔扩张理论和侧阻力退化效应的压桩力模拟[J].岩土力学,2009,30(4): 1181-1185. LIU Junwei, ZHANG Mingyi, ZHAO Hongfu, et al. Computational simulation of jacking force based on spherical cavitiy expasion theory and friction fatigue effect [J]. Rock and Soil Mechanics, 2009, 30(4): 1181-1185. [5] BOZOZUK M, FELLENIUS B H, SAMSON L. Soil disturbance from pile driving in sensitive clay [J]. Canadian Geotechnical Journal ,1978,15: 346-361. [6] PESTANA J M, HUNT C E, BRAY J D. Soil deformation and excess pore pressure field around a closedended pile [J]. Journal of Geotechnical and Geoenvironmental Engineering,2002,128(1): 1-9. [7] MCCABE B A, LEHANE B M.Behavior of axially loaded pile group driven in clayed silt [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132 (3): 401-410. [8] 何耀辉,朱向荣,徐崇峰,等.静压桩沉桩挤土效应现场监测与分析[J].低温建筑技术,2005,(3): 76-78. HE Yaohui, ZHU Xiangrong, XU Chongfeng.Madsurement and analysis of soil horizontal displacement and excess pore pressure during piles driving [J].Low Temperature Architecture Technology, 2005,(3): 76-78. [9] 朱向荣,何耀辉,徐崇峰.饱和软土单桩沉桩超孔隙水压力分析[J].岩石力学与工程学报,2005,24(增刊2): 5740-5744. ZHU Xiangrong, HE Yaohui, XU Chongfeng. Excess pore water pressure caused by single pile driving in saturated soft soil [J].Chinese Journal of Rock Mechanics and Engineering, 2005, 24(supp.2): 5740-5744. [10] Xu Xiangtao,Liu Hanglong, LEHANE B M. Pipe pile installation effects in soft clay [J].Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, 2006,159(4): 285-296. [11] 唐世栋,何连生,叶真华.软土地基中桩基施工引起的径向土压力增量[J].岩土工程学报,2002,24(6): 752-755. TANG Shidong, HE Liansheng, YE Zhenhua. Increment of lateral pre s sure caused by installation of pile in soft foundation [J].Chinese Journal of Geotechnical Engineering, 2002,24(6): 752-755. [12] 唐世栋,何连生,傅纵.软土地基中单桩施工引起的超孔隙水压力[J].岩土力学,2002,23(6): 725-732. TANG Shidong, HE Liansheng,FU Zong. Excess pore water pressure caused by an installing pile in soft foundation [J].Rock and Soil Mechanics, 2002,23(6): 725-732. [13] 唐世栋,王永兴,叶真华.饱和土地基中群桩施工引起的超孔隙水压力[J].同济大学学报,2003,31(11): 1290-1294. TANG Shidong, WANG Yongxing, YUE Zhenhua.Excess pore water pressure caused by installing pile group installing pile group in saturated soft soil[J]. Journal of tongji university, 2003,31(11): 1290-1294. |