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NTIS 바로가기韓國地盤工學會論文集 = Journal of the Korean geotechnical society, v.23 no.8, 2007년, pp.107 - 116
윤홍준 (한국도로공사) , 정성준 (서울대학교 지구환경시스템공학부) , 김명모 (서울대학교 지구환경시스템공학부)
Load and Resistance Factor Design (LRFD) method is being used increasingly in geotechnical design practice worldwide, and is expected to completely replace the current Allowable Stress Design (ASD) method in the near future. LRFD has advantages over ASD in that it allows the design of superstructure...
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권오성 (2004). '암반의 풍화도가 암반근입말뚝의 지지거동에 미치는영향', 서울대, 박사학위 논문
American Association of State Highway and Transportation Officials, Washington, D.C, 2004 AASHTO LRFD Bridge Design Specification. 3rd edition
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O'Neill, M., Townsend, F., Hassan, K., Buller, A., and Chang, P. (1996), 'Load Transfer for Drilled Shafts in Intermediate Geomaterial', FHWA-RD-95-172, FHWA
Rowe, R. K. and Armitage, H. H. (1987), 'A design method for drilled piers in soft rock', Canadian Geotechnical Journal, Vol.24, pp.126-142
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Zhang, L. and Einstein, H. H. (1988), 'End bearing capacity of drilled shafts in rock', Journal of Geotechnical and Geoenvironmental Engineering, Vol.124, No.7, pp.574-584
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