| Tài liệu tham khảo |
Loại |
Chi tiết |
| [1] A. Assadi and S. W. Sloan. “Undrained stability of a shallow square tunnel,” J Geotech Eng-ASCE, vol. 117, pp. 1152-1173, 1991 |
Sách, tạp chí |
| Tiêu đề: |
Undrained stability of a shallow square tunnel,” "J Geotech Eng-ASCE |
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| [2] Andrew J. Abbo, Daniel W. Wilson, Scott W. Sloan, and Andrei V. Lyamin. “Undrained stability of wide rectangular tunnels,” Computers and Geotechnics, vol.53, pp. 46-59, 2013 |
Sách, tạp chí |
| Tiêu đề: |
Undrained stability of wide rectangular tunnels,” "Computers and Geotechnics |
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| [3] A. S. Vesic and F. ASCE. “Analysis of Ultimate Loads of Shallow Foundations,” Journal of the Soil Mechanics and Foundations Division, vol. 99, pp.45-73, 1973 |
Sách, tạp chí |
| Tiêu đề: |
Analysis of Ultimate Loads of Shallow Foundations,” "Journal of the Soil Mechanics and Foundations Division |
|
| [4] A. V. Lyamin and S. W. Sloan. “Stability of a plane strain circular tunnel in a cohesive-frictional soil,” in Proceedings of the J. R. Booker Memorial Symposium, 2000, pp. 139-153 |
Sách, tạp chí |
| Tiêu đề: |
Stability of a plane strain circular tunnel in a cohesive-frictional soil,” in "Proceedings of the J. R. Booker Memorial Symposium |
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| [5] A. V. Lyamin and S. W. Sloan. “Upper bound limit analysis using linear finite elements and non-linear programming,” International Journal for Numerical and Analytical Methods in Geomechanics, vol. 26, pp. 181-216, 2002 |
Sách, tạp chí |
| Tiêu đề: |
Upper bound limit analysis using linear finite elements and non-linear programming,” "International Journal for Numerical and Analytical Methods in Geomechanics |
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| [6] A. W. Bishop. “The use of the slip circle in the stability of slopes,” Geotechnique, vol. 5, pp. 7-17, 1955 |
Sách, tạp chí |
| Tiêu đề: |
The use of the slip circle in the stability of slopes,” "Geotechnique |
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| [7] B. B. Broms and H. Bennermark. “Stability of clays at vertical openings,” ASCE, J. SMFD, vol. 93, pp. 71-94, 1967 |
Sách, tạp chí |
| Tiêu đề: |
Stability of clays at vertical openings,” "ASCE, J. SMFD |
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| [8] Chanh Hoang Nguyen. “Limit Analysis on Soil using Edge-Base Smooth Finite Element Method and Mathematical Optimization,” Master Thesis, University of Technology, Vietnam, 2012 |
Sách, tạp chí |
| Tiêu đề: |
Limit Analysis on Soil using Edge-Base Smooth Finite Element Method and Mathematical Optimization |
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| [9] Chu Quốc Thắng. Phương pháp phần tử hữu hạn. Nhà xuất bản khoa học và kỹ thuật, 1997 |
Sách, tạp chí |
| Tiêu đề: |
Phương pháp phần tử hữu hạn |
| Nhà XB: |
Nhà xuất bản khoa học và kỹ thuật |
|
| [10] Cottrell, J. A., T. J. Hughes, and Y. Bazilevs. Isogeometric Analysis Toward Intergration of CAD and FEA. John Wiley & Sons: Chichester, 2009 |
Sách, tạp chí |
| Tiêu đề: |
Isogeometric Analysis Toward Intergration of CAD and FEA |
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| [11] C. V. Le, M. Gilbert, and H. Askes. “Limit analysis of plates using the EFG method and second-order cone programming,” International Journal for Numerical Methods in Engineering, vol. 78, pp. 1532–1552, 2009 |
Sách, tạp chí |
| Tiêu đề: |
Limit analysis of plates using the EFG method and second-order cone programming,” "International Journal for Numerical Methods in Engineering |
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| [12] C. V. Le, H. Askes, M. Gilbert. “A locking-free stabilized kinematic EFG model for plane strain limit analysis,” Computers and Structures, vol. 106-107, pp.1-8, 2012 |
Sách, tạp chí |
| Tiêu đề: |
A locking-free stabilized kinematic EFG model for plane strain limit analysis,” "Computers and Structures |
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| [13] Daniel W. Wilson, Adrew J. Abbo, Scott W. Sloan, and Andrei V. Lyamin. “Undrained stability of a circular tunnel where the shear strength increases linearly with depth,” Revue canadienne de géotechnique, vol. 48, pp. 1328-1342, 2011 |
Sách, tạp chí |
| Tiêu đề: |
Undrained stability of a circular tunnel where the shear strength increases linearly with depth,” "Revue canadienne de géotechnique |
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| [14] D. C. Drucker and W .Prager. “Soil mechanics and plastic analysis or limit design,” Quarterly of Applied mathematics, vol. 10, pp. 157-165, 1952 |
Sách, tạp chí |
| Tiêu đề: |
Soil mechanics and plastic analysis or limit design,” "Quarterly of Applied mathematics |
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| [15] D. W. Wilson, A. J. Abbo, S. W. Sloan, and A. V. Lyamin. “Undrained stability of square tunnel where the shear strength increases linearly with depth,”Comput Geotech, vol. 49, pp. 314-325, 2013 |
Sách, tạp chí |
| Tiêu đề: |
Undrained stability of square tunnel where the shear strength increases linearly with depth,” "Comput Geotech |
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| [16] E. H. Davis, M. J. Gunn, R. J. Mair, and H.N. Seneviratine. “The stability of shallow tunnels and underground openings in cohesive material,” Géotechnique, vol.30, pp. 397-416, 1980 |
Sách, tạp chí |
| Tiêu đề: |
The stability of shallow tunnels and underground openings in cohesive material,” "Géotechnique |
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| [17] G. G. Meyerhof. “The Ultimate Bearing Capacity of Foudations,” Géotechnique, vol. 2, pp. 301–332, 1951 |
Sách, tạp chí |
| Tiêu đề: |
The Ultimate Bearing Capacity of Foudations,” "Géotechnique |
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| [18] G. G. Meyerhof. “Influence of Roughness of Base and Ground-Water Conditions On The Ultimate Bearing Capacity of Foundations,” Géotechnique, vol.5, pp. 227–242, 1955 |
Sách, tạp chí |
| Tiêu đề: |
Influence of Roughness of Base and Ground-Water Conditions On The Ultimate Bearing Capacity of Foundations,” "Géotechnique |
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| [19] Giáo trình. Lý thuyết đồ họa. Khoa Công nghệ Thông tin, trường Đại học Khoa học Huế, 2003 |
Sách, tạp chí |
| Tiêu đề: |
Lý thuyết đồ họa |
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| [20] H. S. Yu, R. Salgado, S. W. Sloan, and J. M. Kim. “Limit Analysis versus Limit Equilibrium for Slope Stability,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 124, pp. 1-11, 1998 |
Sách, tạp chí |
| Tiêu đề: |
Limit Analysis versus Limit Equilibrium for Slope Stability,” "Journal of Geotechnical and Geoenvironmental Engineering |
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