1 |
Clough, G. W. and O'Rourke, T. D. (1990), "Construction Induced Movements of in Situ Walls", Proceedings of Design and Performance of Earth Retaining Structures, Vol.25, pp.439-470.
|
2 |
Fara, H. D. and Wright, F. D. (1963), "Plastic and Elastic Stresses around a Circular Shaft in a Hydrostatic Stress Field", Society of Mining Engineers, pp.319-320.
|
3 |
Finno, R. J., Blackburn, J. T., and Roboski, J. F. (2007), "Threedimensional Effects for Supported Excavations in Clay", Journal of Geotechnical and Geoenvironmental Engineering, Vol.133(1), pp. 30-36.
DOI
|
4 |
Haliburton, T. A. (1968), "Numerical Analysis of Flexible Retaining Structures", Proc. ASCE, 94(SM3), pp.1233-1251.
|
5 |
Hetenyi, M. (1946), Beam on Elastic Foundations, Univ. of Michigan Press, Ann Aarbor.
|
6 |
Jang, C. S. (2002), Application of genetic algorithm to the back analysis of the underground excavation system, PhD thesis, Chung-Ang University, Korea.
|
7 |
Jeong, S. S., Kim, B. C., Won, J. O., and Lee, J. H. (2003), "Uncoupled Analysis of Stabilizing Piles in Weathered Slopes", Computers and Geotechnics, Vol.30(8), pp.671-682.
DOI
|
8 |
Jeong, S. S. and Kim, Y. H. (2009), "Characteristics of Collapsed Retaining Walls Using Elasto-plastic Method and Finite Element Method", Journal of the Korean geothechnical society, Vol.25, No.4, pp.19-29 (in Korean).
|
9 |
Briaid, J. L. and Kim, N. K. (1998), "Beam-column Method for Tie-back Walls", Proc. ASCE, J. of Geothechnical Eng, Vol.124, No.1, pp.69-79.
|
10 |
Kim, D. H., Lee, D. S., Kim, K. Y., Lee, Y. H., and Lee, I. M (2009), "Earth Pressures Acting on Vertical Circular Shafts Considering Arching Effects in c- Soils", Journal of the Korean tunneling and underground space association, Vol.11, No.2, pp.117-129.
|
11 |
Bono, N. A., Liu, T. K., and Soydemir, C. (1992), "Performance of an Internally Braced Slurry-diaphragm Wall for Excavation Support", Slurry Walls: Design, Construction, and Quality Control, ASTM Special Topic Publication, Vol.1129, pp.347-360.
|
12 |
Kim, N. K. (1998), "Beam on Elasto-Plastic Foundation Modeling of Tieback Walls", Journal of the Korean geo-thechnical society, Vol.14, No.6, pp.81-92 (in Korean).
|
13 |
Shin, Y. W. (2004), "Earth Pressure Acting on the Cylindrical Retaining Wall of a Shaft in Cohesionless Soils", PhD thesis, Hanyang University, Korea.
|
14 |
Korea Rail Network Authority (2011), "Design Criteria for Railroad".
|
15 |
Lee, F. H., Yong, K. Y., Quan, K. C., and Chee, K. T. (1998), "Effect of Corners in Strutted Excavations: Field Monitoring and Case Histories", Journal of Geotechnical and Geoenvironmental Engineering, Vol.124(4), pp.339-349.
DOI
|
16 |
Ou, C. Y., Chiou, D. C., and Wu, T. S. (1996), "Three-dimensional Finite Element Analysis of Deep Excavations", Journal of Geotechnical Engineering, Vol.122(5), pp.337-345.
DOI
|
17 |
Szechy, K. (1966), "The art of tunnelling", Akademiai kiado, Budapest, pp.909-924.
|
18 |
Terzaghi, K. (1920), "Old earth-pressure theories and new test results", Eng. News-Record 85 (13), pp.632-637.
|
19 |
Terzaghi, K. and Peck, R. B. (1967), "Soil Mechanics in Engineering Practice", 2nd Ed. John Wiley & Sons Inc. New York.
|