1 |
De Beer, E. and Wallays, M., 1970, Stabilization of slope in schist by means of board piles reinforced with steel beams, Proc. 2nd International Congress Rock Mechanics, Belgrade, 3, pp.361-369
|
2 |
Hong, W.P. Han, J.G., Song, Y.S. and Lee, J.H., 2004b, Reinforcement effect of stabilizing piles in largescale cut slope, Proc. 9th Inter. Symposium on Landslides, Rio de Janeiro, Brazil, pp.1579-1583
|
3 |
Ito, T., Matsui, T. and Hong, W. P., 1981, Design method for stabilizing piles against landslide-one row of piles, Soils and Foundations, 21(1), pp.21-37
DOI
ScienceOn
|
4 |
Okada, K. Sugiyama, T., Muraishi, H. and Noguchi, T., 1992, Statistical estimating method of railway embankment damage due to rainfall, Proc. of JSCE, No. 448/III-19, pp.25-34
|
5 |
福本安正, 1976, 地スベリ防止グイの擧動について, 土質 工學會論文報告集, 16(2), pp.91-103
|
6 |
山田 邦光, 1982, 最新の斜面安定工法(設計.施工), 理工圖 書, 東京
|
7 |
홍원표, 송영석 2006, 활동억지시스템으로 보강된 사면의 안정해석 프로그램 개발, 지질공학, 16(1), pp.45- 58
과학기술학회마을
|
8 |
Ito, T., Matsui, T. and Hong, W. P., 1982, Extended design method for multi-row stabilizing piles against landslides, Soils and Foundations, 22(1), pp.1-13
DOI
ScienceOn
|
9 |
Okada, K. and Sugiyama, T., 1994, A risk estimating method of railway embankment collapse due to heavy rainfall, Structural Safety, Elsevier, 14, pp.131- 150
DOI
|
10 |
Japanese National Railways, 1974, Modern inspection and maintenance procedure for railway structures, Japan Railway Civil Engineering Association, pp.691-739 (in Japanese)
|
11 |
Viggiani, C., 1981, Ultimate lateral load on piles used to stabilize landslides, Proc. of 10th ICSMFE, Stockholm, 3, pp.555-560
|
12 |
이부경, 2003, 지질방재공학, 도서출판 대윤, 228-332
|
13 |
홍원표, 송영석, 2004, 측방변형속 줄말뚝에 작용하는 토압의 산정법, 한국지반공학회논문집, 20(3), pp.13-22
|
14 |
Matsui, T., Hong, W. P. and Ito, T., 1982, Earth pressure on piles in a row due to lateral soil movements, Soils and Foundations, 22(2), pp.71-81
DOI
ScienceOn
|
15 |
홍원표, 한중근, 송영석, 신도순, 2003, 대절토사면에 보 강된 억지말뚝의 활동억지효과에 관한 연구, 한국지 반공학회 사면안정학술발표회 논문집, pp.65-81
|
16 |
Popescu, M. E., 1991, Landslide control by means of a row of piles, Slope Stability Engineering, London, pp.389-394
|
17 |
Ergun, M. U., 2000, Stabilization of landslides using piles, Proc. of 8th ISL, Cardiff, pp.513-518
|
18 |
Task Committee of Japanese Geotechnical Society, 1996, Manual for zonation on rain-induced slope failure (Preliminary draft), Japanese Geotechnical Society
|
19 |
송영석, 2004, 활동억지시스템으로 보강된 사면의 설계법, 중앙대학교 대학원 박사학위논문
|
20 |
Sugiyama, T., Okada, K. Muraishi, H., Noguchi, T. and Samizo, M., 1995, Statistical rainfall risk estimating method on deep collapse of cut slope, Soils and Foundations, 15(4), pp.37-48
|
21 |
Schuster, R. L., 1992, Keynote paper : Recent advances in slope stabilization, Proc. of 6th ISL, Christchurch, New Zealand, pp.1715-1745
|
22 |
Hong, W.P. Song, Y.S. and Lee, J.H., 2004a, Behavior of stabilizing piles installed in cut slope during heavy rainfall, Proc. 9th Inter. Symposium on Landslides, Rio de Janeiro, Brazil, pp.655-661
|
23 |
Winter, H., Schwarz, W. and Gudehus, G., 1983, Stabilization of clay slopes by piles, Proc. of 8th European Conf. on SMFE, Helsinki, pp.545-550
|
24 |
홍원표, 송영석, 2002, 우리나라에서의 사면안정대책공법 적용사례 연구, 한국지반공학회 사면안정학술발표회 논문집, 초청강연, pp.1-28
|
25 |
Hong, W.P. and Park, N.S., 2000, A design of slope stabilization using piles; A case study on the slopes of Hwangryung-mountain in Pusan, Korea, Proc. of 8th ISL, Cardiff, pp.725-730
|