1 |
Huang, Y. H., Stability analysis of earth slopes, Van Nostrand Reinhold Company Inc, pp. 13-14, 1983. DOI: http://dx.doi.org/10.1007/978-1-4684-6602-7
DOI
|
2 |
Petros, P. Xanthakos, Lee, W. Abramson, Donald, A Bruce, Ground Control and Improvement, John Wiley & Sons, Inc., pp. 471-492, 1994.
|
3 |
Lee, W. Abramson, Thomas, S. Lee, Sunil Sharma, Glenn M. Boyce, Slope Stability and Stabilization Methods, John Wiley & Sons, Inc., pp. 523-524, 2002.
|
4 |
Zaruba, Q., V. Mencl., Landslides and Their Control, Elsevier. New York.
|
5 |
Ito, Tomio, Matsui, Tamotsu, Method to Estimate Lateral Force Acting on Stabilizing Piles, Soils and Foundations, JSSMFE, vol. 15, no. 4, pp. 43-59, Dec. 1975. DOl: http://dx.doi.org/10.3208/sandf1972.15.4.43
|
6 |
Nakagawa, K. and Kanbe, H., Rheology, Tokyo, Misuzu, pp.340-354, 1959.
|
7 |
Prakash, S., "Behavior of pile groups subjected to lateral load." Ph.D. dissertation, Dept. of Civil Engineering, Univ. of Illinois, 1962.
|
8 |
Cox, W. R., Dixon, D. A, and Murphy, B. S., "Lateral load tests of 5.4 mm piles in very soft clay in side-side and in-line groups.", Laterally loaded deep foundations: Analysis and performance, ASTM, West Conshohocken, PA., 1984. DOl: http://dx.doi.org/10.1520/STP36817S
DOI
|
9 |
liang, R. and Zeng, S., "Numerical study of soil arching mechanism in drilled shafts for slope stabilization.", Soils and foundations, vol. 42, no. 2, Japanese Geotechnical Society, pp. 83-92, 2002. DOl: http://dx.doi.org/10.3208/sandf.42.2 83
DOI
|
10 |
Reese, L C., Wang, S. T., and Fouse, J. L., "Use of drilled shafts in stabilizing a slope.", Stability and performance of slopes and embankments, vol. 2, ASCE, Reston, VA, pp. 1318-1332, 1992.
|