Evaluation of the Stability of Quay Wall under the Earthquake and Tsunami
![]() |
Lee, Kwang-Ho
(Dept. of Civil Engrg., Nagoya Univ.)
Ha, Sun-Wook (Dept. of Civil Engrg., Korea Maritime Univ.) Lee, Kui-Seop (Dept. of Civil Engrg., Korea Maritime Univ.) Kim, Do-Sam (Dept. of Civil Engrg., Korea Maritime Univ.) Kim, Tae-Hyung (Dept. of Civil Engrg., Korea Maritime Univ.) |
1 | Choudhury, D., Ahmad, S.M. (2007a), Design of waterfront retaining wall for the passive case under earthquake and tsunami., Applied Ocean Reasearch., Vol.29, pp.37-44. DOI ScienceOn |
2 | Choudhury, D., Ahmad, S.M. (2007b), Stability of waterfront retaining wall subjected to pseudo-static earthquake forces., Ocean Engrg., Vol.34, pp.1947-1954. DOI ScienceOn |
3 | 국립방재연구소 (1998), 동해안에서의 쯔나미 위험도 평가, 국립 방재연구소 연구보고서 NIDP-98-06. |
4 | Grimshaw, R. (1971), The solitary wave in water of variable depth: Part 2., J. Fluid Mech., Vol.46, pp.611-622. DOI |
5 | Hirt, C. W. and Nichols, B.D. (1981), Volume of fluid (VOF) method for the dynamics of free boundaries., J. of Comput. Phys., Vol.39, pp.201-225. DOI ScienceOn |
6 | Kim, S.R., Jang I.S., Chung, C.K., Kim, M.M. (2005), Evaluation of seismic displacements of quay walls., Soil dynamics and earthquake Engrg., Vol.25, pp.451-459. |
7 | Kramer, S.L. (1996), Geotechnical earthquake engineering., New Jersey: Pearson Education Inc. |
8 | CRATER. (2006), Coastal risk analysis of tsunamis and environmental remediation., Italian Ministry for the Environment and the Territory (IMET). |
9 | Ebeling, R.M., Morrison, E.E. Jr. (1992), The seismic design of waterfront retaining structures., US Army Technical Report ITL- 92-11. |
10 | Fenton, J. (1972), A ninth-order solution for the solitary wave., J. of Fluid Mech., Vol.53, No.2, pp.257-271. DOI |
11 | 이광호, 이상기, 신동훈, 김도삼 (2008), 복수연직주상구조물에 작용하는 비선형파력과 구조물에 의한 비선형파랑변형의 3차원 해석, 한국해안해양공학회논문집, 한국해안해양공학회, 제20권, 제1호, pp.1-13. |
12 | 해양수산부 (2005), 항만 및 어항설계기준, 해양수산부 설계기준. |
13 | Akiyama, M. and Aritomi, M. (2002), Advanced numerical analysis of two-phase flow dynamics multi-dimensional flow analysis., Corona Publishing Co., LTD. Tokyo, Japan. |
14 | Amsden, A.A. and Harlow, F.H. (1970), The SMAC method : a numerical technique for calculating incompressible fluid flow., Los Alamos Scientific Laboratory Report LA-4370, Los Alaomos, N.M. |
15 | Asakura, R., Iwase, K., Ikeya, T., Takao, M., Kaneto, T., Fujii, N. and Omori, M. (2000), An experimental study on wave force acting on on-shore structures due to overflowing tsunamis., Proc. of Coastal Engrg., JSCE, Vol.47, pp.911-915. |
16 | Brorsen, M. and Larsen, J. (1987), Source generation of nonlinear gravity waves with boundary integral equation method., Coastal Engrg., Vol.11, pp.93-113. DOI ScienceOn |
17 | Okabe, S. (1924), General theory of earth pressure., J of the Japanese Society of Civil Engineers., Vol.12, No.1. |
18 | Chakrabarti, S., Husak, A.D., Christiano, P.P., Troxell, D.E. (1978), Development of seismic design criteria for category I cofferdams., Nuclear Engineering and Design., Vol.45, pp.277-283. DOI ScienceOn |
19 | Mononobe, N, Matsuo, H. (1929), On the determination of earth pressures during earthquakes., In: Proc. of the world engineering congress., pp.177-185. |
20 | Nozu, A., Ichii, K., Sugano, T. (2004), Seismic design of port structures., J. of Japan Association for Earthquake Engrg., Vol. 4(3-special issue), pp.195-208. DOI |
21 | Satake, K., and Tanioka, Y. (1995), Tsunami generation of the 1993 Hokkaido Nansei-Oki earthquake., Pure and Appl. Geophysics, 144(3/4), pp.804-821. |
22 | Westergaard, H.M. (1933), Water pressures on dams during earthquakes Transactions., ASCE., Vol.98, pp.418-433. |
23 | Shuto, N., and Matsutomi, H. (1995), Field survey of the 1993 Hokkaido Nansei-Oki earthquake tsunami., Pure and Appl. Geophysics, 144(3/4), pp.649-663. DOI |
24 | Smagorinsky, J. (1963), General circulation experiments with the primitive equations., Mon, Weath. Rev., Vol.91, No.3, pp.99-164. DOI |
25 | Yeh, H. (2006), Maximum fluid forces in the tsunami runup zone., J. of Waterway, Port, Coastal, and Ocean Engrg, ASCE, Vol.132, No.6, pp.496-500. DOI ScienceOn |
![]() |