Discussion of "intelligent computing for modeling axial capacity of pile foundations"

Canadian Geotechnical Journal

Volumn 47, Issue 8, 2010, Pages 928-930

  Das, Sarat Kumar ^a   Sivakugan, Nagaratnam ^b  

^a NATIONAL INSTITUTE OF TECHNOLOGY   (India)

^b JAMES COOK UNIVERSITY   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 77954930625     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/T10-048     Document Type: Note

References (8)

1. Alsamman, O.M. 1995. The use of CPT for calculating axial capacity of drilled shafts. Ph.D. thesis, University of Illinois-Champaign, Urbana, Ill.
2. Bustamante, M., and Gianeselli, L. 1982. Pile bearing capacity prediction by means of static penetrometer CPT. In Proceedings of the 2nd European Symposium on Penetration Testing, Amsterdam, 24-27 May 1982. A.A. Balkema, Rotterdam, the Netherlands. Vol. 2, pp. 493-500.
3. Das, S.K., and Basudhar, P.K. 2006. Undrained lateral load capacity of piles in clay using artificial neural network. Computers and Geotechnics, 33(8): 454-459. doi:10.1016/j.compgeo.2006.08.006
4. Das, S.K., and Basudhar, P.K. 2008. Prediction of residual friction angle of clays using artifical neural network. Engineering Geology, 100(3-4): 142-145. doi:10.1016/j.enggeo.2008.03.001.
5. Eslami, A., and Fellenius, B.H. 1997. Pile capacity by direct CPT and CPTu methods applied to 102 case histories. Canadian Geotechnical Journal, 34(6): 886-904.doi:10.1139/cgj-34-6-886.
6. Goh, A.T.C. 1994. Seismic liquefaction potential assessed by neural network. Journal of Geotechnical and Geoenvironmental Engineering, 120(9): 1467-1480.
7. Nash, J.E., and Sutcliffe, J.V. 1970. River flow forecasting through conceptual models. Part: A discussion of principles. Journal of Hydrology, 10(3): 282-290.doi:10.1016/0022-1694(70)90255-6.
8. Shahin, M.A., Maier, H.R., and Jaksa, M.B. 2002. Predicting settlement of shallow foundations using neural network. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 128(9): 785-793.doi:10.1061/(ASCE)1090-0241(2002)128:9(785).