1 |
Lin, S. -S., and Liao, J. -C. (1999), "Permanent strains of piles in sand due to cyclic lateral loads", J. of Geotech. and Geoenviron. Eng., ASCE, Vol.125, No.9, pp.798-802.
DOI
|
2 |
Long, J. H., and Vanneste, G.. (1994), "Effect of cyclic lateral loads on piles in sand", J. of Geotech. Eng., ASCE, Vol.120, No.1, pp.225-244.
DOI
ScienceOn
|
3 |
Kishida, K., Suzuki Y., and Nakai, S. (1985), "Behavior of a pile under horizontal cyclic loading", Proc. of the 11th Int. Conf. on Soil Mech. and Found. Eng., Vol.4, pp.1413-1416.
|
4 |
American Petroleum Institute (1993), Planning, designing and constructing f ixed offshore platforms-working stress design, RP2AWSD, API, pp.65-67.
|
5 |
Vucetic, M., and Dobry, R. (1988), "Degradation of marine clays under cyclic loading", J. of Geotech. Eng., ASCE, Vol.114, No.2, pp.133-149.
DOI
ScienceOn
|
6 |
Matlock, H. (1974), "Correlations for design of laterally loaded piles in soft clay", Proc. of the 2nd Annual Qffshore Technology Conf., Paper No.1204, Houston, Texas, May, pp.577-594.
|
7 |
Prakash, S. (1961). Behavior of pile groups subjected to lateral lo- ads, Thesis, Univ. of Illinois, Urbana, 218p.
|
8 |
Rosquoet, F., Thorel, L., Garnier, J., and Canepa, Y. (2007), "Lateral cyclic loading of sand-installed piles", Soils and Foundations, Vol.47, No.5, pp.821-832.
DOI
ScienceOn
|
9 |
Broms, B. B. (1964). "Lateral resistance of piles in cohesionIess soils", J. of Soil Mech. and Found. Eng., ASCE, Vol.90, No.SM3, pp.123-156.
|
10 |
Achmus, M., Kuo, Y.-S., and Abdel-Rahman, K. (2009), "Behavior of monopile foundations under cyclic lateral load", Computer and Geotechnics, Vol.36, pp.725-735.
DOI
ScienceOn
|
11 |
Davidson, H. L., Cass, P. G., Khilji, K. H., and McQuade, P. V. (1982), Laterally loaded drilled pier research, Report EL-2197, EP RI, 324p.
|