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  2004, Vol. 23 Issue (S1): 4597-4601    DOI:
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SAFETY FACTOR OF COMPOSITE PILE FOUNDATION DESIGNed BASED ON ULTIMATE BEARING CAPACITY OF SINGLE PILE
Zhang Yunjun1,Zai Jinmin1,Wang Xudong1,Wang Wei2,Qi Kejun1
(1College of Civil Engineering,Nanjing University of Technology, Nanjing 210009 China) (2Institute of Geotechnical Engineering,Hohai University, Nanjing 210098 China)
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