Cao Zhenzhong, Yuan Xiaoming, Wang Weiming and Sun Rui. Distribution and characteristics of gravelly soils liquefaction in the Wenchuan Ms 8.0 Earthquake [J]. China Civil Engineering Journal, 2010, 43(Suppl): 312―319. (in Chinese)
Chen Weijian, Lin Huichang. Study of earthquake liquefaction in building of Guangzhou subway [J]. Guangdong Architecture Civil Engineering, 2009, 16(11): 40―42. (in Chinese)
Wang Mingwu, Susunmu Iai, Testuo Tobita. Centrifuge test and numerical analysis of seismic responses of dyke on liquefiable soils foundation [J]. Journal of Hydraulic Engineering, 2008, 39(12): 1346―1352. (in Chinese)
L#x000fc; Xilin, Ren Hongmei, Li Peizhen, Peng Gongsheng. Numerical analysis of free field system in liquefiable site and validation of shaking table tests [J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(Suppl 2): 4046―4053. (in Chinese)
L#x000fc; Xilin, Ren Hongmei, Li Peizhen. Numerical simulation and test verification of liquefiable soil under seismic action [J]. Journal of Architecture and Civil Engineering, 2009, 26(4): 1―6. (in Chinese)
Yuan Ye, Tang Xiaowei. Application of cyclic elasto-plastic model on seismic theories in port of caisson quay [J]. China Harbour Engineering, 2011, (3): 13―16. (in Chinese)
Liu Yang, Kong Ge, Zhou Jian. Numerical simulation of earthquake response for liquefiable site using discrete element method [J]. Journal of Earthquak Engineering and Engineering Vibration, 2011, 31(1): 155―160. (in Chinese)
Jia Ying, Tang Xiaowei, Luan Maotian, Yang Qing. Meshless analysis on seismic response and liquefaction of embankments [J]. Journal of Hydraulic Engineering, 2009, 40(4): 506―512. (in Chinese)
[17]
Zienkiewicz O C. The background of error estimation and adaptivity in finite element computations [J]. Computer Methods in Applied Mechanics and Engineering, 2006, 195(4/5/6): 207―213.
[18]
Zhu J Z, Zienkiewicz O C. Superconvergence recovery technique and a posteriori error estimators [J]. International Journal for Numerical Methods in Engineering, 1990, 30(7): 1321―1339.
[19]
Zienkiewicz O C, Zhu J Z. The superconvergent patch recovery (SPR) and a posteriori error estimates. Part 1: The recovery technique [J]. International Journal for Numerical Methods and Engineering, 1992, 33(7): 1331―1364.
[20]
Zienkiewicz O C, Zhu J Z. The superconvergent patch recovery (SPR) and adaptive finite element refinement [J]. Computer Methods in Applied Mechanics and Engineering, 1992, 101(1/2/3): 207―224.
[21]
Zienkiewicz O C, Zhu J Z. The superconvergent patch recovery (SPR) and a posteriori error estimates. Part 2: Error estimates and adaptivity [J]. International Journal for Numerical Methods and Engineering, 1992, 33(7): 1365―1382.
[22]
Oka F, Yashima A, Shibata T, et al. FEM-FDM coupled liquefaction analysis of a porous soil using an elastic-plastic model [J]. Applied Scientific Research, 1994, 52(3): 209―245.
[23]
Shibata T, Sato T, Uzuoka R, Oka F, Yashima A, Kato M. FEM-FDM coupled liquefaction analysis of a fluid-saturated ground [C]// Beer G, Booker J R, Carter J P, Eds. Computer Methods and Advances in Geomechanics, Balkema, Rotterdam, 1991: 869―874.
[24]
Uzuoka R. Analytical study on the mechanical behavior and prediction of soil liquefaction and flow [D]. Kyoto: Kyoto University, 2000. (in Japanese)
[25]
Moon Y, Sato T, Uzuoka R. Analysis of liquefaction and fluidal movement on inclined ground using the fluidal-elasto-plastic constitutive equation of sand [C]. Proceedings of the 36th Conference of JGS, 2001: 1371―1372.
[26]
Goodman R F, Taylor R L, Brekke T L. A model for the mechanics of jointed rock [J].Journal of Soil Mechanics and Foundation Engineering Division, ASCE, 1986, 94(3): 637―660.
Tong Liyuan, Wang Bin, Liu Yihuai. 3D numerical analysis of large subsoil liquefaction distortion influence resulted from earthquake on bridge pile foundation [J]. Journal of Traffic and Transportation Engineering, 2007, 7(3): 91―94. (in Chinese)
Tong Liyuan, Wang Bin, Liu Yihuai, Zhang Bo. 3D numerical simulation of large ground displacement caused by seismic liquefaction [J]. Rock and Soil Mechanics, 2008, 29(8): 2226―2230. (in Chinese)
Liu Yang, Zhao Xuetong. Analysis on seismic liquefaction of saturated sand due to the coupled PFC and CFD [J]. Journal of Civil, Architectural Environmental Engineering, 2010, 32(Suppl 2): 173―178. (in Chinese)
Chen Guoxing, Xie Junfei, Zhang Kexu. Review of research on the behavior of interface between soil and structural materials [J]. World Earthquake Engineering, 1994, 4(1): 1―9. (in Chinese)