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[1] Coulomb, C. A, "Sur une application des règles de maximis et minimis à quelques problèmes de statique relatifs à l'architecture," Acad. R. SCI. Mém, Math, Phys. par divers savants, vol. 7, pp. 343-382, 1773 |
Sách, tạp chí |
Tiêu đề: |
Sur une application des règles de maximis et minimis àquelques problèmes de statique relatifs à l'architecture |
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[3] Kửtter, F, "Die Bestimmung des Druckes an gekrỹmmten Gleitflọchen, eine Aufgabe aus der Lehre vom Erddruck," Sitzungsberichte der Akademie der Wissenschaften Berlin, pp. 229-233, 1903 |
Sách, tạp chí |
Tiêu đề: |
Die Bestimmung des Druckes an gekrỹmmten Gleitflọchen, eineAufgabe aus der Lehre vom Erddruck |
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[4] Prandtl, L., "Uber die Eindringungs-festigkeit (Harte) plastischer Baustoffe und die Festigkeit von Schneiden," Zeitschrift fur Angewandte Mathematik und Mechanik, vol. 1, no. 1, pp. 15-20, 1921 |
Sách, tạp chí |
Tiêu đề: |
Uber die Eindringungs-festigkeit (Harte) plastischer Baustoffe unddie Festigkeit von Schneiden |
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[5] H. Reissner, "Zum Erddruckproblem,," in In. Proceedings of the firstInternational Congress for Applied Mechanics, Delft, The Netherlands, 295- 311 ( in Germany), 1924 |
Sách, tạp chí |
Tiêu đề: |
Zum Erddruckproblem |
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[7] Drucker, D.C, Prager, W & Greenberg, H. J, "Extended limit design theorems for continuous medium," Quarterly of Applied Mathematics, vol. 9, pp. 381- 389, 1952 |
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Tiêu đề: |
Extended limit design theoremsfor continuous medium |
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[10] Donald, I. B & Chen, Z. Y. , "Slope stability analysis by the upper bound approach: fundamentals and methods," Canadian Geotechnical Journal , vol.34, pp. 853-862, 1997 |
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Tiêu đề: |
Slope stability analysis by the upper boundapproach: fundamentals and methods |
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[12] Michalowski R.L., "An estimate of the influence of soil weight on bearing capacity using limit analysis," Soils and Foundations , vol. 37, no. 4, pp. 57-64, 1997 |
Sách, tạp chí |
Tiêu đề: |
An estimate of the influence of soil weight on bearingcapacity using limit analysis |
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[13] Chen, J., Yin, Y. H. & Lee, C. H., "Rigid finite element method for upper bound limit analysis of soil slopes subjected to pore water pressure," Journal of Engineering Mechanics-ASCE , vol. 130, pp. 886-893, 2004 |
Sách, tạp chí |
Tiêu đề: |
Rigid finite element method for upperbound limit analysis of soil slopes subjected to pore water pressure |
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[14] Drescher, A., Detournay, E., "Limit load in translational failure mechanisms for associative and non-associative materials," Geotechnique , vol. 43, pp. 443-456, 1993 |
Sách, tạp chí |
Tiêu đề: |
Limit load in translational failure mechanisms forassociative and non-associative materials |
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[15] Krabbenhứft, K., Damkilde, L., and Krabbenhứft, S., "Ultimate limit state design of sheet pile walls by finite elements and nonlinear programming,"Computers and Structures, vol. 83, pp. 383-393, 2005 |
Sách, tạp chí |
Tiêu đề: |
Ultimate limit statedesign of sheet pile walls by finite elements and nonlinear programming |
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[16] Anderheggen, E. & Knửpfel, H. , "Finite element limit analysis using linear programming," International Journal of Solids and Structures, vol. 8, pp. 1413- 1431, 1972 |
Sách, tạp chí |
Tiêu đề: |
Finite element limit analysis using linearprogramming |
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[17] Hodge, P. G. & Belytschko, T., "Numerical methods for the limit analysis of plates," J. Appl. Mech., vol. 35, no. 4, pp. 796-802, 1968 |
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Tiêu đề: |
Numerical methods for the limit analysis ofplates |
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[18] Biron, A. & Charleux, G. , "Limit analysis of axisymmetric pressure vessel intersection of arbitrary shape," Int. J. Mech. Sci, vol. 14, no. 1, pp. 25-41, 1972 |
Sách, tạp chí |
Tiêu đề: |
Limit analysis of axisymmetric pressure vesselintersection of arbitrary shape |
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[19] Nguyen, D. H., Trapletti, M. & Ransart, D. , "Quasi-lower bounds and upper bounds of collapse loads of shells of revolution by the finite element method and by nonlinear programming," Int. J. Non-linear Mech. , vol. 13, no. 2, pp.79-102, 1978 |
Sách, tạp chí |
Tiêu đề: |
Quasi-lower bounds and upperbounds of collapse loads of shells of revolution by thefinite element methodand by nonlinear programming |
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[20] Bottero, A., Negre, R., Pastor, J. & Turgeman, S., "Finite element method and limit analysis theory for soil mechanics problems," Comput. Methods Appl.Mech. Engng , vol. 22, pp. 131-140, 1980 |
Sách, tạp chí |
Tiêu đề: |
Finite element method andlimit analysis theory for soil mechanics problems |
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[21] Sloan, S. W., Kleeman, P. W. , "Upper bound limit analysis with discontinuous velocity fields.," Computer Methods in Applied Mechanics and Engineering, vol. 127, pp. 293-314, 1995 |
Sách, tạp chí |
Tiêu đề: |
Upper bound limit analysis with discontinuousvelocityfields |
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[22] Nagtegaal, J. C., Parks, D. M. & Rice, J. R., "On numerically accurate finite element solutions in the fully plastic range," Comput. Methods Appl. Mech.Engng, vol. 4, no. 2, pp. 153-177, 1974 |
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Tiêu đề: |
On numerically accuratefiniteelement solutions in the fully plastic range |
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[23] Yu, H. S., Sloan, S. W. & Kleeman, P. W. , "A quadratic element for upper bound limit analysis," Engng Comput. , vol. 11, no. 3, pp. 195-212, 1994 |
Sách, tạp chí |
Tiêu đề: |
A quadratic element for upperbound limit analysis |
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[24] Lyamin A.V., Sloan S.W., "Stability of a plane strain circular tunnel in a cohesive frictional soil," in In: Proceedings of the J.R. Booker Memorial Symposium, Sydney, Australia, 2000 |
Sách, tạp chí |
Tiêu đề: |
Stability of a plane strain circular tunnel in acohesive frictional soil |
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[70] "GiD 11.0.4, International Center for Numerical Methods in Engineering (CIMNE), Reference manual. http://www.cimne.com" |
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