최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기韓國地盤工學會論文集 = Journal of the Korean geotechnical society, v.21 no.2, 2005년, pp.113 - 120
조남준 (School of Civil & Environ. Eng., Kookmin Univ.)
An understanding of soil-structure interaction is the key to rational and economical design for laterally loaded drilled shafts. It is very difficult to formulate the ultimate lateral capacity into a general equation because of the inherent soil nonlincarity, nonhomogeneity, and complexity enhanced ...
* AI 자동 식별 결과로 적합하지 않은 문장이 있을 수 있으니, 이용에 유의하시기 바랍니다.
Hirany, A. and Kulhawy, F. H. (1988), 'Conduct and Interpretation of Load Tests on Drilled Shaft Foundations: Detailed Guidelines', Report EL-5915, Vol.1, Electric Power Research Institute, Palo Alto, 374p
Hirany, A. and Kulhawy, F. H. (1989), 'Interpretation of Load Tests on Drilled Shafts-Part 3: Lateral and Moment', Foundation Engineering: Current Principles and Practices (GSP 22), Vol.2, Ed. F.H Kulhawy, ASCE, New York, pp.1160-1172
Broms, B. B. (1964), 'Lateral Resistance of Piles in Cohesionless Soils', Journal of the Soil Mechanics and Foundations Division, ASCE, Vol.90, No.SM3, pp.122-156
Kishida, H. and Nakai, S. (1977), 'Large Deflection of a Single Pile Under Horizontal Load', Proceedings, 9th International Conference on Soil Mechanics and Foundation Engineering, Specialty Session 10, Tokyo, pp.87-92
Hansen, J. B. (1961), 'The Ultimate Resistance of Rigid Piles Against Transversal Forces', Report 12, Danish Geotechnical Institute, Copenhagen, pp.5-9
Reese, L. C, Cox, W. R., and Coop, F. D. (1974), 'Analysis of Laterally Loaded Piles in Sand', Proceedings, 6th Offshore Technology Conference, Vol.2, Houston, pp.473-483
Borden, R. H. and Gabr, M. A. (1987), 'LTBASE: Lateral Pier Analysis Including Base and Slope Effect', Research Report FHWA/NC/86-001, North Carolina state University, Raleigh, 48p
Gabr, M. A. and Borden, R. H. (1989), 'Lateral Response of piers in Sloping Soil Profiles', Proceedings, 12th International Conference on Soil Mechanics and Foundation Engineering, Vol. 2, Rio do Janeiro, 1989, pp.1197-1200
Davidson, H. L., Cass, P. G., Khilji, K. H., and McQuade, P. V. (1982), 'Laterally Loaded Drilled Pier Research', Report EL-2197, Vols. 1 and 2, Electric Power Research Institute, Palo Alto, 448p
Manoliu, I., Dimitriu, D. V., Radulescu, N., and Dobrescu, G. (1985), 'Load-Deformation Characteristics of Drilled Piers', Proceedings, 11th International Conference on Soil Mechanics and Foundation Engineering, Vol.3, San Francisco, pp.1553-1558
Agaiby, S. W., Kulhawy, F. H., and Trautmann, C. H. (1991), 'Experimental Study of Drained Lateral and Moment Behavior of Drilled Shafts During Static and Repeated Loading', Report TR-100223, Electric Power Research Institute, Palo Alto, 299p
Turner, J. P. and Kulhawy, F. H. (1987), 'Experimental Analysis of Drilled Shaft Foundations Subjected to Repeated Axial Loads Under Drained Conditions', Report EL-5325, Electric Power Research Institute, Palo Alto, 350p
*원문 PDF 파일 및 링크정보가 존재하지 않을 경우 KISTI DDS 시스템에서 제공하는 원문복사서비스를 사용할 수 있습니다.
Free Access. 출판사/학술단체 등이 허락한 무료 공개 사이트를 통해 자유로운 이용이 가능한 논문
※ AI-Helper는 부적절한 답변을 할 수 있습니다.