FEM numerical simulation of hole expansion caused by driving static pressure pile Click Copy

FEM numerical simulation of hole expansion caused by driving static pressure pile


[1] Chow Y K, Teh C I.A theoretical study of pile heave[J].Geotechnique,1990, 40(1): 1-14.
[2] Sagaseta C, Houlsby G T, Norbury J.Quasi-static undrained expansion of a cylindrical cavity in clay in the presence of shaft friction and anisotropic initical stresses[R].Oxford:University of Oxford, 1984.
[3] Carter J P,Randolph M F, Wroth C P.Stress and pore pressure changes in clay during and after expansion of a cylindrical cavity[J].Int. J. Numer. Analyt. Mech. Geomech, 1979,(4):305-322.
[4] Chopra M B.Finite element analysis of time-dependent large-deformation problems[J]. Int J for Numer Analyt Meth Geomech,1992,(16):101-130.
[5] 郑颖人,深珠江,龚晓南.岩土塑性力学原理[M].北京:中国建筑工业出版社,2002.
ZHENG Ying-ren,SHEN Zhu-jiang,GONG Xiao-nan. The theory of geotechnical plastic mechanics generalized plastic mechanics[M].Beijing: China Architecture & Building Press,2002.
[6] 肖树芳,杨淑碧.岩体力学[M].北京:地质出版社,1999.
XIAO Shu-fang,YANG Shu-bi.Rock mechanics[M].Beijing:Geological Publishing House,1999.
[7] Baligh M M.Strain path method[J].J Geotechnical Engng Div Am Soc Civ Engs,1985,111(9):1 108-1 136.
[8] Mabsout M E,Tasoulas J L.A finite element model for the simulation of pile driving[J].Int J Numer Meth Engng,1994,37:257-278.
[9] Lemaitre J.A course on damage mechanics[M].Berlin:Spring Verlag,1992.
XU Qing-xia.The impact of the effect of driving pile on the surrounding environment[D].Shanghai: Department of Geotechnical Engineering of Tongji University,1998.