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Phân tích giới hạn nền công trình theo tiêu chuẩn mohr coulomb và cs fem

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[17] Hansen, B., Christensen, N.H. Discussion of “ Theoretical bearing capacity of very shallow footings” by A.L.Larkin. Journal of Soil Mechanics and Foundations Division (ASCE) 95 (SM6), 1567-1568, 1969 Sách, tạp chí
Tiêu đề: Theoretical bearing capacity of very shallow footings” by A.L.Larkin
[27] M. Hjiaj, A. V. Lyamin, S. W. Sloan. Numerical limit analysis solutions for the bearing capacity factor N γ . International Journal of Solids and Structures 42, 1681-1704, 2005 Sách, tạp chí
Tiêu đề: N
[30] Michalowski, R. L. BS. lope stability analysis: a kinematical approach. Geotechnique, 283-293, 1995 Sách, tạp chí
Tiêu đề: Geotechnique", 283-293
[37] Shields, D., Chandler, N., and Garnier, J. Bearing capacity of foundations in slopes. Geotechnique, 116: 528-537, 1990 Sách, tạp chí
Tiêu đề: Geotechnique", 116: 528-537
[38] Shiau, J., Merifield, R., Lyamin, A., and Sloan, S. (2011). ”Undrained Stability of Footings on Slopes.” Int. J. Geomech., 11(5), 381–390, 2011 Sách, tạp chí
Tiêu đề: Int. J. Geomech.", 11(5
Tác giả: Shiau, J., Merifield, R., Lyamin, A., and Sloan, S
Năm: 2011
[15] Gid. The Personal Pre And Post Processor. http://www.gidhome.com, version 11.0.5 edition, 2013 Link
[26] Mosek. The MOSEK optimization toolbox for MATLAB manual. http://www.mosek.com.Mosek , Aps, version 6.0 edition, 2011 Link
[9] Davis, E. H., and Booker, J. R . Some adaptations of classical plasticity theory for soil stability problems. Proceeding symposium Role of Plasticity in Soil Mechanics. A. C. Palmer, ed., Cambridge University, Cambridge, UK, 1973 Khác
[10] G. G. Meyerhof and A. M. Hanna. Ultimate bearing capacity of foundations on layered under inclined load. Canadian Geotechnical Journal, 15:565-572, 1978 Khác
[11] G.R. Liu, T. Nguyen-Thoi, and K.Y. Lam. An edge-based smoothed _finite element method (ES-FEM) for static, free and forced vibration analyses of solids.Journal of Sound and Vibration, 320:1100-1130, 2009 Khác
[12] G. R. Liu, K. Y. Dai, and T. T. Nguyen. A smoothed finite element method for mechanics problems. Computational Mechanics, 39: 859-877, 2007 Khác
[13] G. R. Liu, T. T. Nguyen, K. Y. Dai, and K. Y. Lam. Theoretical aspect of the smoothed finite element method (SFEM). International Journal for Numerical Methods in Engineering, 71:902-930, 2007 Khác
[14] G. R. Liu, T. Nguyen – Thoi, H. Nguyen-Xuan, and K. Y. Lam. A node-based smoothed finite element method (NS-FEM) for upper bound solutions to solid mechanics problems. Computers and Structures, 87: 12-26, 2009 Khác
[18] Hansen, J.B. A revised and extended formula for bearing capacity. Bulletin of Danish Geotechnical Institute 28, 5-11, 1970 Khác
[19] H. Nguyen-Xuan, G. R. Liu, T. Nguyen-Thoi, and C. Nguyen Tran. An edge- based smoothed _nite element method (es-fem) for analysis of two-dimensional piezoelectric structures. Journal of Smart Material and Structures, 2009 Khác
[20] J. D. Brown and G. G. Meyerhof. Experimental study of bearing capacity in layered clays. International conference of soil mechanic and foundation engineering Mexico, 45-51, 1971 Khác
[21] J. RShiau, J. S., Lyamin, A. V., and Sloan, S. W. Bearing capacity of a sand layer on clay by finite element limit analysis. Geotechnique, 40: 900-915, 2003 Khác
[22] J. S. Chen, C. T. Wux, S. Yoon, and Y. Yoi. A stabilized conforming nodal integration for Galerkin mesh-free methods. International Journal for Numerical Methods in Engineering, 50:435-466, 2001 Khác
[24] Kumar, J. N γ for rough strip footing using the method of characterisitics. Canadian Geotechnical Journal 40 (3), 669-674, 2003 Khác
[25] L. Prandtl. Ueber die haerte plastischer koerper. Nachrichtex der Akademie der Wissenschaften in Gottingen. II. Mathematisch-Physikalische Klasse II, 12-74, 1920 Khác

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