| Tài liệu tham khảo |
Loại |
Chi tiết |
| [1] Bjerrum, L. and O. Eide (1956). "Stability of Strutted Excavations in Clay." Geotechnique 6: 32-48 |
Sách, tạp chí |
| Tiêu đề: |
Stability of Strutted Excavations in Clay |
| Tác giả: |
Bjerrum, L. and O. Eide |
| Năm: |
1956 |
|
| [2] Burland, J. B. (1965). "The yielding and dilation of clays." Géotechnique 15: 211-214 |
Sách, tạp chí |
| Tiêu đề: |
The yielding and dilation of clays |
| Tác giả: |
Burland, J. B |
| Năm: |
1965 |
|
| [5] Duncan, J. M. and C.-Y. Chang (1970). "Nonlinear analysis of stress and strain in soils." Journal of the Soil Mechanics and Foundations Division 96(SM5):1629-1653 |
Sách, tạp chí |
| Tiêu đề: |
Nonlinear analysis of stress and strain in soils |
| Tác giả: |
Duncan, J. M. and C.-Y. Chang |
| Năm: |
1970 |
|
| [6] Gaba, A. R., B. Simpson, et al. (2003). "Embedded retaining walls: Guidance for economic design, C580." Construction Industry Research and Information Association |
Sách, tạp chí |
| Tiêu đề: |
Embedded retaining walls: Guidance for economic design, C580 |
| Tác giả: |
Gaba, A. R., B. Simpson, et al |
| Năm: |
2003 |
|
| [9] Janbu, J. (1963). "Soil compressibility as determined by oedometer and triaxial test." Proc. ECSMFE Wiesbaden 1: 19-25 |
Sách, tạp chí |
| Tiêu đề: |
Soil compressibility as determined by oedometer and triaxial test |
| Tác giả: |
Janbu, J |
| Năm: |
1963 |
|
| [12] Milligan, G. W. E., H. D. St John, et al. (2008). "Contributions to Géotechnique 1948-2008: Retaining Structures." Géotechnique 58(5): 7 |
Sách, tạp chí |
| Tiêu đề: |
Contributions to Géotechnique 1948-2008: Retaining Structures |
| Tác giả: |
Milligan, G. W. E., H. D. St John, et al |
| Năm: |
2008 |
|
| [13] O'Rourke, T. D. (1981). "Ground Movements Caused By Braced Excavations." Journal of the Geotechnical Engineering Division 107(GT9): 1159-1178 |
Sách, tạp chí |
| Tiêu đề: |
Ground Movements Caused By Braced Excavations |
| Tác giả: |
O'Rourke, T. D |
| Năm: |
1981 |
|
| [15] Peck, R. B. (1969). "Advantages and limitations of the observational method in applied soil mechanics." Géotechnique 19(2): 171-187 |
Sách, tạp chí |
| Tiêu đề: |
Advantages and limitations of the observational method in applied soil mechanics |
| Tác giả: |
Peck, R. B |
| Năm: |
1969 |
|
| [17] Powderham, A. J. (1994). "An overview of the observational method: Development in cut and cover and bored tunnelling projects." Geotechnique 44(4): 619-636 |
Sách, tạp chí |
| Tiêu đề: |
An overview of the observational method: Development in cut and cover and bored tunnelling projects |
| Tác giả: |
Powderham, A. J |
| Năm: |
1994 |
|
| [3] Burland, J. B. (1967). Deformation of soft clay, PhD dissetation, Cambridge University |
Khác |
|
| [4] Clough, G. W. and T. D. O'Rourke (1990). Construction induced movements of insitu walls. Design and Performance of Earth Retaining Structures. New York, NY, ASCE: 439-470 |
Khác |
|
| [7] Goldberg, D. T., W. E. Jaworski, et al. (1976). Lateral support systems and underpinning. Washington, Springfield, Va., Federal Highway Administration Offices of Research & Development; reproduced by National Technical Information Service: 3 v. in 1 |
Khác |
|
| [8] Hanzawa, H. (2002). Use of direct shear and cone penetration tests in soft ground engineering. Coastal Geotechnical Enigneering in Practice. N.Tsuchida, Swets & Zeitlinger, Lisse. 1: 27-39 |
Khác |
|
| [10] Kondner, R. L. and J. S. Zelasko (1963). Hyperbolic stress-strain formulation of sands. Second pan American Conference on Soil Mechanics and Foundation Engineering, Sao Paulo, Brazil |
Khác |
|
| [11] Lambe, T. W. (1970). Braced Excavations. Special Confernece on Lateral Stresses in the Ground and Design of Earth Retaining Structures, Ithica, NY |
Khác |
|
| [16] Peck, R. B. (1969). Deep excavations and tunneling in soft ground. Seventh International Conference on Soil Mechanics and Foundation Engineering, Mexico City, Sociedad Mexicana de Mecanica de Suelos, A.C., Mexico |
Khác |
|
| [18] Rowe, P. W. (1962). The stress-dilatancy relation for static equilibrium of an assembly of particles in contact. Proc. Roy. Soc. A.,. 269: 500-527 |
Khác |
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