1 |
Das, B.M. (1983), A procedure for estimation of uplift capacity of rough piles, Soils and Foundations, Vol.23, No.3, pp.122-126.
DOI
|
2 |
Balla, A. (1961), The resistance to breaking out of mushroom foundations for pylons, Proceeding of the 5th International Conference on Soil Mechanics and Foundation Engineering, Vol.1, pp.569-676.
|
3 |
Chattopadhyay, B.C. and Pise, P.J. (1986), Uplift capacity of piles in sand, ASCE Journal of Geotechnical Engineering, Vol.112, No.9, pp. 888-904.
DOI
ScienceOn
|
4 |
Choi, Y.S. (2010), A study on pullout behavior of belled tension piles embedded in cohesionless soil, Thesis of Chung Ang University (in Korean).
|
5 |
Das, B.M., Seeley, G.R., and Pfeifle T.W. (1977), Pullout resistance of rough rigid piles in granular soil, Soils and Foundations, Vol. 17, No.1-4, pp.72-77.
DOI
|
6 |
Hong, W.P., Lee, J.H., and Lee, K.W. (2007), Load transfer by soil arching in pile-supported embankments, Soils and Foundations, Vol.47, No.5, pp.833-843.
DOI
ScienceOn
|
7 |
Hong, W.P. and Chim, N. (2014), Prediction of uplift capacity of a micropile embedded in soil, KSCE Journal of Civil Engineering, Published Online August 20, 2014.
|
8 |
Joseph, E.B. (1982), Foundation Analysis and Design, McGraw-Hill, Tokyo, Japan.
|
9 |
Matsuo, M. (1968), Study of uplift resistance of footing, Soils and Foundations, Vol.7, No.4, pp.18-48.
|
10 |
Meyerhof, G.G. (1973), Uplift resistance of inclined anchors and piles, Proceeding of the 8th International Conference on Soil Mechanics and Foundation Engineering, Vol.2, pp.167-172.
|
11 |
Meyerhof, G.G. and Adams, J.I. (1968), The Ultimate uplift capacity of foundation, Canadian Geotechnical Journal, Vol.5, No.4, pp. 225-244.
DOI
|
12 |
Shanker, K., Basudhar, P.K., and Patra, N.R. (2007), Uplift capacity of single pile: predictions and performance, Geotecnical Geological Engineering, Vol.25, pp.151-161.
DOI
|
13 |
Wayne, A.C., Mohamed, A.O., and Elfatih, M.A. (1983), Construction on expansive soils in Sudan, ASCE Journal of Geotechnical Engineering, Vol.110, No.3, pp.359-374.
|