1 |
Bishop, A.W. 1954, "The Use of Pore Pressure Coefficient in Practice," Geothchnique 4: 148-152.
DOI
|
2 |
Bishop, A.W. 1965. "The Use of the Silp Circle in the Stability Analysis of Earth Slopes," Geothchnique 5: 7-17.
|
3 |
Charles, J.A. and Watts, K.S., 1980. The influence of confining pressure on the shear strength of compacted rockfill. Geotechnique 30(4): 353-367.
DOI
|
4 |
Chun, B.S., Seo, Y.H., Yeoh, Y.H. and Kim, K.M. 2001. A Case Study on the Stability Analysis for Masonry Retaining Walls and Backfill. J. of The Korea Institute Structural Maintenance and Inspection 5(1): 149-160.
|
5 |
Chun, S.K. 1999. Handbook of Slope Stability Design. p. 278.
|
6 |
Goo, H.B., Lee, J.H. and Baek, Y.S. 2000. A Study of Slope Stability Analysis and Reinforcement on Alluvial soil Slope in Hyusok, Danyang. J. of Korea Geo. Soc. 16(6): 43-50.
|
7 |
Janbu, N. 1954. "Application of Composite Slip Surfaces for Stability Analysis," Proc. European Conf. on Stability of Earth Slopes. Stockholm 3: 43-49.
|
8 |
Kim, C.H. 2002. Stability Analysis of Embankment Slope Consisting of Pock Fragments. J. of Korean Society for Rock Mech. Tunnel and Fountains 12(2): 83-91.
|
9 |
Kim, D.Y. 1990. Quarry science. Jungmi Press. p. 310.
|
10 |
Kim, S.K. 1974. Stability Analysis for Masonry Walls by Circular Arc Method. J. of Korean Society of Civil Engineer 22(1): 83-97.
|
11 |
Korea Express Corporation. 1996. Handbook of Road Design. p. 78.
|
12 |
Ma, H.S. 1994. Studies on Development of Prediction Model of Landslide Hazard and Its Utilization. J. of Korean For. Soc. 83(2): 175-190.
|
13 |
Park, Y.H., Lee, C., Seo, I.S. and Kim, Y.S. 1996. Stability of Geotextile-Reinforced Embankments on soft foundations. J. of Korean Society of Civil Engineer 15: 179-182.
|
14 |
Morgenstern, N. and Price, V.E. 1965. The Analysis of the Stability of General Slip Surface. Geotechnque 15: 79-93.
DOI
|
15 |
Nonveiller, E. 1965. "The Stability Analysis of Slopes with a Slip Surface of General Shape," Proc. 6th ICSMFE, Montreal 2: 525-552.
|
16 |
Lee, C.K. and Chang, S.M. 1996. A Comparative Study on Slope Stability of Analysis Methods. J. of Korean Society of Civil Engineer 16: 359-368.
|
17 |
Lee, S.G. and Yoo, J.S. 2000. A study on slope establishment for rock slope. J. of Korean Society of Civil Engineer 37: 647-650.
|
18 |
Lim, H.U., Kim, C.H. and Back, H.J. 2001. Stability Analysis of Rock Slope in Limestone mine by Numerical Analysis. J. of Korean Society for Rock Mech. Tunnel and Fountains 11(3): 270-278.
|
19 |
Yang, H.S., Kim, N.S. and Kim, H.G. 1997. Stability Evaluation and Blasting of Slopes for Optimal Development of Aggregate Quarry with Highly Damaged Discontinuities. J. of Korean Society for Rock Mech. Tunnel and Underground 7: 150-157.
|
20 |
Fellenius, W. 1936. "Calculation of the Stability of Earth Dams," Trans., 2nd Congress on Large Dams(Washington), 4: 445.
|
21 |
Marachi, N.D., Clarence, K.C. and Bolton, H.S. 1972. Evaluation of properties of rockfill materials, T. of Soil Mechanics and Foundations ivision, ASCE 98(1): 95-114.
|