参考文献/References:
[1] 胡志.素混凝土桩复合地基试验研究及变形稳定性分析[D].重庆:重庆大学,2004.
[2] 郑俊杰,彭小荣.桩土共同作用设计理论研究[J].岩土力学,2003,24(2):242-245.
[3] Xie K H, Lu M M, Hu A F, et al. A general theoretical solution for the consolidation of a composite foundation[J].Computers and Geotechnics,2009,36:24-30.
[4] Zhang Q Q, Zhang Z M, He J Y. A simplified approach for settlement analysis of single pile and pile groups considering interaction between identical piles in multilayered soils[J].Computers and Geotechnics,2010,37:969-976.
[5] 池跃君,宋二祥,金淮,等.刚性桩复合地基应力场分布的试验研究[J].岩土力学,2003,24(3):339-343.
[6] 池跃君,宋二祥,金淮,等.素混凝土桩复合地基荷载传递机理的试验研究[J].工业建筑,2001,31(4):39-42.
[7] 黄菊清,何春保,莫海鸿,等.刚性桩复合地基承载机制试验研究[J].岩土力学,2008,29(3):841-845.
[8] 周健,白彦峰,张昭,等.砂土中群桩室内模型试验及颗粒流模拟试验[J].岩土工程学报,2009,31(8):1275-1280.
[9] 李丽,鲍鹏,赵捷.刚性桩复合地基模型试验研究[J].建筑结构,2010,40(1):69-70,29.
[10] 陈晓平,邢仲星.复合地基中桩土应力数值分析[J].工业建筑,2001,31(11):5-8.
[11] Said I, Gennaro V D, Frank R. Axisymmetric finite element analysis of pile loading tests[J].Computers and Geotechnics,2009,36:6-19.
[12] Comodromos E M, Angnostopoulos C T, Georgiadis M K. Nummerical assessment of axial pole group response based on load test[J].Computers and Geotechnics,2003,30:505-515.
[13] 郑刚,刘力,韩杰.刚性桩加固软弱地基上路堤的稳定性问题(Ⅰ)——存在问题及单桩条件下的分析[J].岩土工程学报,2010,32(11):1648-1657.
[14] Jiang M J, Leroueil S, Konrad J M. Insight into shear strength functions of unsaturated granulates by DEM analyses[J].Computers and Geotechnics,2004,31(6):473-489.
[15] Jiang M J, Harris D, Yu H S. A novel approach to examining double-shearing type models for granular materials[J].Granular Matter,2005,7(2-3):157-168.
[16] 李秀梅,蒋明镜.两种位移模式下挡墙主动土压力的离散元模拟[J].地下空间与工程学报,2010,6(1):60-64.
[17] 邸海燕.黑河水库引水洞上部滑坡的稳定性数值模拟分析[J].水利与建筑工程学报,2011,9(3):163-166.
[18] 景锋,冷先伦,朱泽奇.层状岩坡变形破坏及其治理的离散元分析[J].水利与建筑工程学报,2010,8(4):61-64.
[19] 鲍鹏,张惠,姜忻良.离散元法刚性桩复合地基承载机理研究[J].广东工业大学学报,2005,22(1):105-109.
[20] 蒋明镜,肖俞,陈双林,等.砂土中单桩竖向抗压承载机制的离散元分析[J].岩土力学,2010,32(增2):366-372.
[21] Jiang M J, Konrad J M, Leroueil L S. An efficient technique for generating homogeneous specimens for DEM studies[J].Computers and Geotechnics,2003,30(7):579-597.
[22] Jiang M J, Leroueil S, Konrad J M. Yielding of microstructured geomaterial by Distinct Element Method analysis[J].Journal of Engineering Mechanics,ASCE,2005,131(11):1209-1213.
[23] 龚晓南编著.复合地基理论及工程应用(第二版)[M].北京:中国建筑工业出版社,2007.
[24] Jiang M J, Yu H S, Harris D. Kinematic variables bridging discrete and continuum granular mechanics[J].Mechanics Research Communication,2006,33:651-666.
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