1 |
Ahn, J. K. (2008), A study on the analysis methods of seismic slope stability, Master's thesis, Hanyang University, pp. 45-66 (in Korean).
|
2 |
Chun, B. S., Kim, W. C. and Yoon, C. K. (2004), The effects of nail inclination in soil nailing by finite element analysis, Journal of Korean Geotechnical Society, Vol, 20, No. 6, pp. 19-27 (in Korean).
과학기술학회마을
|
3 |
Gassler, G. (1988), Theory and practice of earth reinforcement, Proceedings of the International Geotechnical Symposium, A. A Balkema, pp. 283-288.
|
4 |
Han, J. T., Cho, J. S., Yoo, M. T. and Lee, S. H. (2011), A study on seismic retrofit design of the stabilized piles by 1g shaking table tests and pseudo-static analysis, Journal of Korean Society of Hazard Mitigation, Vol. 11, No. 2, pp. 93-101 (in Korean).
과학기술학회마을
|
5 |
Hong, W. P. and Song, Y. S. (2005), An experimental study on the stabilizing effect of piles against sliding, Journal of Korean Geotechnical Society, Vol. 21, No. 1, pp. 69-80 (in Korean).
과학기술학회마을
|
6 |
Hong, Y. S., Wu, C. S., Chen, R. H. and Chen. J. R. (2005), Shaking table tests and stability analysis of steep nailed slopes, Canadian Geotechnical Journal, NRC Canada, Vol. 42, No. 6, pp. 1264-1279.
DOI
ScienceOn
|
7 |
Lee, G. S. (2006), Behavior of tailrace-slope using shaking table test, Master's thesis, Chungnam National University, pp. 13-63 (in Korean).
|
8 |
Oh, J. K. (2013), Characteristics of dynamic behavior of slope by constrined soil nail head, Ph D. dissertation, Chungbuk National University, pp. 1-117 (in Korean).
|
9 |
Stocker, M. F. (1979), Soil nailing, Proceedings of the International Conference on Soil Reinforcement, Paris, Vol. 2, pp. 469-474.
|
10 |
Shen, C. K., Bang, S., Herrmann, L. R. and Rornstad, K. M. (1978), A reinforced lateral earth support system, Symposium on Earth Rrinforcement, ASCE, Unites States, pp. 764-793.
|