1 |
Lee, S.D. (2014a), "Soil Mechanics", 5th Ed., CIR publication.
|
2 |
Lee, S.D. (2014b), "Foundation Engineering", 3rd Ed., CIR publication.
|
3 |
Berezantsev, V.G. et al. (1961), Load bearing capacity and deformation of piled foundations. Proceed. of 5th Int.Conf, ISSMFE, Paris, Vol.2, pp.11-12
|
4 |
Kezdi, A. (1962), Erddrucktheorien. Springer-Verlag, Berlin.
|
5 |
Kulhawy, F. H. (1984), Limiting tip and side resistance, fact or fallacy. Symposium on Analysis and Design of pile Foundations. ASCE, San Francisco, 1984. Proceedings pp.80-98.
|
6 |
Meyerhof, G. G. (1951), The ultimate bearing capacity of foundation, Geotechnique 2, 227-242.
DOI
|
7 |
Meyerhof, G. G. (1965), Shallow foundations, Proceedings ASCE, Vol.91, No.SM2.
|
8 |
Meyerhof, G. G. (1976), Bearing capacity and settlement of pile foundations, The eleventh Terzaghi lecture. Nov. 6. 1975, ASCE, Denver, Co. GT3. Mar. 1976.
|
9 |
Terzaghi, K. (1943), Theoretical Soil Mechanics, John Wiley and Sons, New York.
|
10 |
Terzaghi, K. and Peck, R. B. (1966), Soil Mechanics in Engineering Practice, 2nd. ed., John Wiley and Sons, New York.
|
11 |
Vesic, A. S. (1973), Analysis of ultimate loads of shallow foundations, ASCE, Vol.99, No.SM.
|