Vesic A S. Breakout resistance of object embedded in ocean bottom [J]. Journal of Soil Mechanics and Foundations Division, 1971, 97: 1183―1205.
[2]
Sawicki A, Mierczynski J. Mechanics of the breakout phenomenon [J]. Computers and Geotechnics, 2003, 30(3): 231―243.
[3]
Purwana O A, Leung C F, Chow Y K, Foo K S. Influence of base suction on extraction of jack-up spudcans [J]. Geotechnique, 2005, 55(10): 741―753.
[4]
Chen R, Gaudin C, Cassidy M J. Investigation of the vertical uplift capacity of deep water mudmats in clay [J]. Canadian Geotechnical Journal, 2012, 49(7): 853―865.
[5]
Zhou X X, Chow Y K, Leung C F. Numerical modeling of breakout process of objects lying on the seabed surface [J]. Computers and Geotechnics, 2008, 35(5): 686―702.
[6]
Uzuoka R, Borja R I. Dynamics of unsaturated poroelastic solids at finite strain [J]. Internal Journal for Numerical and Analytical Methods in Geomechanics, 2012, 36(13): 1535―1573.
Liang Li, Lin Yunmei. Adaptive mesh refinement of finite element method and its application [J]. Engineering Mechanics, 1995, 12(2): 109―118. (in Chinese)
Liu Chunmei, Xiao Yingxiong, Shu Shi, Zhong Liuqing. Adaptive finite element method and local multigrid method for elasticity problems [J]. Engineering Mechanics, 2012, 29(9): 60―67. (in Chinese)
[11]
Zienkiewicz O C, Xie Y M. A simple error estimator and adaptive time stepping procedure for dynamic analysis [J]. Earthquake Engineering & Structural Dynamics, 1991, 20(9): 871―887.
[12]
Zeng L F, Wiberg N E, Li X D. A posteriori local error estimation and adaptive time-stepping for newmark integration in dynamic analysis [J]. Earthquake Engineering & Structural Dynamics, 1992, 21(7): 555―571.
[13]
Wiberg N E, Li X D. A post-processing technique and an a posteriori error estimate for the newmark method in dynamic analysis [J]. Earthquake Engineering & Structural Dynamics, 1993, 22(6): 465―489.
[14]
Sloan S W, Abbo A J. Biot consolidation analysis with automatic time stepping and error control Part 1: Theory and implementation [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1999, 23(6): 467―492.
[15]
Sloan S W, Abbo A J. Biot consolidation analysis with automatic time stepping and error control Part 2: Applications [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1999, 23(6): 493―529.
[16]
Tang G, Alshawabkeh A N, Mayes M A. Automatic time stepping with global error control for groundwater flow models [J]. Journal of Hydrologic Engineering, 2008, 13(9): 803―810.
Li Nan, Yang Haitian, Wang Yuefang. Solving self-excited vibration problems via a self-adaptive precise algorithm in time domain [J]. Engineering Mechanics, 2007, 24(1): 23―26. (in Chinese)
[19]
Kavetski D, Binning P, Sloan S W. Adaptive backward Euler time stepping with truncation error control for numerical modeling of unsaturated fluid ?ow [J]. International Journal for Numerical Methods in Engineering, 2002, 53(6): 1301―1322.
[20]
D’haese C M F, Putti M, Paniconi C, et al. Assessment of adaptive and heuristic time stepping for variably saturated ?ow [J]. International Journal for Numerical Methods in Fluids, 2006, 53(7): 1173―1193.
[21]
Younes A, Acherer P. Empirical versus time stepping with embedded error control for density-driven flow in porous media [J]. Water Resources Research, 2010, 46(8): W08523.
[22]
Hirthe E M, Graf T. Non-iterative adaptive time-stepping scheme with temporal truncation error control for simulating variable-density flow [J]. Advances in Water Resources, 2012, 49: 46―55.
Shao Qi, Tang Xiaowei. Comparison and Application of the SPR error estimation based on two recovered fields in numerical analysis of seismic liquefaction [J]. Engineering Mechanics, 2013, 30(12): 145―153. (in Chinese)
