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Chinese Journal of Geotechnical Engineering > 1999 > 21(1): 125-128.

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[1]	HAN Ze-jun, LIN Gao, ZHOU Xiao-wen, LI Jian-bo. Solution of dynamic stiffness matrix for rigid strip foundations embedded in layered transversely isotropic soil[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(6): 1117-1124. DOI: 10.11779/CJGE201606019
[2]	CHEN Xi, CHENG Yong-gang. Accelerated symmetric stiffness matrix technique and its applications in geotechnical finite element analysis[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(8): 1216-1221.
[3]	JIANG Jie, HUANG Maosong, LIANG Fayun, GU Qianyan. Analysis of interaction mechanism of piled raft foundation by use of simplified nonlinear model[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(1): 112-117.
[4]	DAI Youbin, ZHANG Shanggen, ZHOU Zaosheng, LU Hongbiao, ZHOU Xiaodong. Application of fuzzy consistent matrix theory to optimization of bracing projects for deep foundation pit of metro[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(10): 1162-1165.
[5]	ZHONG Yang, ZHAO Xiaolei. Thermo-stress in multi-layered elastic half space solved with stiffness matrix method[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(4): 374-377.
[6]	Tian Bo, Ma Songlin, Xu Guanghui, Zhong Yang. Transfer matrix method to solve axisymmetrical multilayered problems using[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(5): 572-575.

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