1 |
Horvath, R. G., Kennet, T. C., and Kozick, P.i (1983), "Mehtods of Improving the Performance of Drilled Piers in Weak Rock", Canadian Geotechnical Journal, Vol.20, pp.758-772.
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2 |
Kulhawy, F. H. and Phoon, K. K. (1993), "Drilled Shaft Side Resistance in Clay Soil to Rock", Design and Performance of Deep Foundation, GSP No. 38, Ed. by P. P. Nelson, T. D. Smith and E. C. Clukey, ASCE, October, pp.172-183.
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3 |
Seidel, J. P. and Collingwood, B. (2001), "A New Socket Roughness Factor for Prediction of Rock Socket Shaft Resistance", Canadian Geotechnical Journal, Vol. February, pp.138-153.
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