최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기한국해안·해양공학회논문집 = Journal of Korean Society of Coastal and Ocean Engineers, v.33 no.2, 2021년, pp.65 - 72
강기천 (경상국립대학교 공과대학 토목공학과) , 김준완 (국토안전관리원 안전진단본부) , 김태형 (한국해양대학교 건설공학과) , 이성철 (한국해양대학교 토목환경공학과) , 김지성 (전주비전대학교 지적토목학과)
This study conducted to obtain the lateral resistance of a block-type breakwater reinforced with piles through an model test. In particular, the changes in the lateral resistance and bending moment of the pile were analyzed by varying the depth of the pile. As a result, the lateral resistance at 1H,...
Bae, J.S., Kim, T.Y. and Kim, S.H. (2002). Behaviour characteristics of ratter piles under lateral loads. Journal of the Korean Society of Civil Engineers, 22(4-C), 393-402 (in Korean).
Bae, J.S., Kim, S.H., Son, B.R. and Yu, E.-H. (2003). Proposal of a method for determining the allowable horizontal bearing capacity of a single pile by a horizontal load, ERI. Gyeongsang National University, 19, 35-41 (in Korean).
Bae, J.S., Kwon, M.J. and Kim, S.H. (2006). The study of group piles under lateral soil movement in sand by model test. Journal of the Korean Geotechnical Society, 22(10), 165-172.
Broms, B.B. (1964a). Lateral resistance of piles in cohesive soils, Journal of the Soil Mechanics and Foundations Division, ASCE, 90(SM2), 27-63.
Broms, B.B. (1964b). Lateral resistance of piles in cohesionless soils. Journal of the Soil Mechanics and Foundations Division, ASCE, 90(SM3), 123-156.
Broms, B.B. (1965). Design of laterally loaded piles. Proc. ASCE, 91(SM 3), 79-99.
Chang, Y.L. (1937). Lateral Pile-loading tests. Trans. ASCE, 91, 272-278.
GAI Consultant Inc. (1982). Laterally Loaded Drilled Pier Research Vol.2, Research documentation GAI Report EL-2197, Research project 1280-1, California.
Goda, Y. (1973). Study on design wave pressure on breakwater. Report of Port and Harbor Res. Inst., 12(3), 31-69.
Hwang, W.K., Kim, T.H., Kim, D.S., Oh, M. and Park, J.Y. (2018). Effect of wave-induced seepage on the stability of the rubble mound breakwater. Journal of Korean Geotechnical Engineering, 34(3), 13-27.
Iai, S. (1989). Similitude for shaking table tests on soil-structure-fluid model in 1 g gravitational field. Soil and Foundations, 29(1), 105-118.
Kim, T.H., Kim, J., Choi, J.S. and Kang, G. (2020). Evaluation of lateral resistance for tie-cell wave-dissipating block by model experiments. Journal of The Korean Geotechnical Society, 36(12), 87-97.
Matlock, H. and Reese, L.C. (1960). Generalized solutions for laterally loaded piles. Journal of the Soil Mechanics and Foundations Division, ASCE, 86(SM5), 63-91.
Ministry of Oceans and Fisheries (2017). Port and fishing port Korea design standard (KDS 64 00 00).
Ooi, P.S.K. and Duncan, J.M. (1994). Lateral and analysis of group of piles and drilled shafts. Journal of Geotechnical Engineering, ASCE, 120(6), 1034-1050.
Rollins, K.M., Peterson, K.T. and Weaver, T.J. (1998). Lateral load behavior of full-scale pile group in clay. Journal of Geotechnical and Geotechnical Engineering, ASCE, 124(6), 468-478.
Vennalaganti, K.M. and Endley, S.N. (2001). Lateral Loads on Piles and Piers, Computer Method and Advances in Geomechanics, Desai et al., Balkema, Rotterdam, 1501-1505.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.