An Analytical Solution of Progressive Wave-Induced Residual Pore-Water Pressure in Seabed |
Lee, Kwang-Ho
(Dept. of Energy Resources and Plant Eng., Catholic Kwandong Univ.)
Kim, Dong-Wook (Dept. of Civil and Environmental Eng., Korea Maritime and Ocean Univ.) Kim, Do-Sam (Dept. of Civil Eng., Korea Maritime and Ocean Univ.) Kim, Tae-Hyung (Dept. of Civil Eng., Korea Maritime and Ocean Univ.) Kim, Kyu-Han (Dept. of Energy Resources and Plant Eng., Catholic Kwandong Univ.) Ryu, Heung Won (Dept. of Civil and Environmental Eng., Korea Maritime and Ocean Univ.) |
1 | Biot, M. A.(1941). General theory of three-dimensional consolidation, J. Applied Physics, 12, 155-164. DOI |
2 | Biot, M. A.(1941). General theory of three-dimensional consolidation, J. Applied Physics, 12, 155-164. DOI |
3 | Cheng, L., Sumer, B. M. and Fredsoe, J.(2001). Solution of pore pressure build up due to progressive waves, Int. J. Numerical and Analytical Methods in Geomechanics, 25, 885-907. DOI ScienceOn |
4 | Clukey, E. C., Kulhawy, F. H. and Liu, P. L.-F.(1983). Laboratory and field investigation of wave-sediment interaction, Joseph H. Defrees Hydraulic Laboratory, School of Civil and Environmental Engineering, Cornell University, Ithaca, NY. |
5 | Clukey, E. C., Kulhawy, F. H., Liu, P. L.-F. and Tate, G. B.(1985). The impact of wave loads and pore-water pressure generation on initiation of sediment transport, Geo-Marine Letters, 5, 177-183. DOI |
6 | de Alba, P., Seed, H. B. and Chan, C. K.(1976). Sand liquefaction in large-scale simple shear tests, J. Geotechnical Engineering Division, 102, 909-928. |
7 | Hamada, M., O'Rourke, T. D. and Yoshida, N.(1994). Liquefaction- induced large ground displacement, 13th ICSMFE, Performance of Ground Soil during Earthquake, 93-108. |
8 | Ishihara, K.(1993). Liquefaction and flow failure during earthquakes, Geotechnique, 43(3), 351-415. DOI |
9 | Ishihara, K., Acacio, A. and Towhata, I.(1993). Liquefaction induced ground damage in Dagupan in the July 16, 1990 Luzon earthquake, Soils and Foundations, JSSMFE, 33(1), 133-154. DOI |
10 | Jeng, D. S.(1997). Wave-induced seabed response in front of a breakwater, PhD Thesis, The University of Western Australia. |
11 | Jeng, D.S.(2008). Effects of wave non-linearity on residual pore pressure in marine sediments, The Open Civil Eng. J., 2, 63-74. DOI |
12 | Jeng, D. S. and Seymour, B. R.(2007). Simplified analytical approximation for pore-water pressure buildup in marine sediments, J. Waterway, Port, Coastal, and Ocean Eng., ASCE, 133(4), 309-312. DOI |
13 | Jeng, D. S., Seymour, B. R. and Li J.(2006). A new approximation for pore pressure accumulation in marine sediment due to water waves, Research Report No. R868, School of Civil Engineering, University of Sydney, Sydney, Australia. |
14 | Kirca, V. S. O., Sumer, B. M. and Fredsoe, J.(2013). Residual liquefaction of seabed under standing waves, J. Waterway, Port, Coastal, and Ocean Eng., ASCE, 139, 489-501. DOI |
15 | Lee, K. H., Kim, D. S., Kim, K. H., Kim, D. W. and Shin, B. S.(2014). Analysis method of partial standing wave-induced seabed responses in finite soil thickness under arbitrary reflection, J. Korean Society of Coastal and Ocean Engineers, 26(5), 300-313. DOI |
16 | Sassa, S., Sekiguchi, H. and Miyamoto, J.(2001). Analysis of progressive liquefaction as a moving boundary problem, Geotechnique, 51(10), 847-857. DOI ScienceOn |
17 | McDougal, W. G., Tsai, Y. T., Liu, P. L.-F. and Clukey, E. C.(1989). Wave-induced pore water pressure accumulation in marine soils, J. Offshore Mechanics and Arctic Eng., 111, 1-11. DOI |
18 | Sassa, S. and Sekiguchi, H.(1999). Wave-induced liquefaction of beds of sand in a centrifuge, Geotechnique, 49(5), 621-638. DOI |
19 | Sassa, S. and Sekiguchi, H.(2001). Analysis of wave-induced liquefaction of sand beds, Geotechnique, 51(2), 115-126. DOI |
20 | Sawicki, A. and Mierczynski, J.(2005). Wave-induced stresses and liquefaction in seabed according to the Biot-type approach, Archives of Hydro-Eng. And Environmental Mechanics, 52(2), 131-145. |
21 | Seed, H. B. and Idriss, I. M.(1971). Simplified procedure for evaluating soil liquefaction potential, J. Soil Mechanics and Foundations Division, ASCE, 97(SM9), 1249-1273. |
22 | Seed, H.B. and Idriss, I. M.(1982). Ground motion and soil liquefaction during earthquakes, EERI Monograph, Earthquake Engineering Research Institute. |
23 | Seed, H. B., Lee, K. L.(1966). Liquefaction of saturated sands during cyclic loading, J. Soil Mechanics and Foundations Division, ASCE, 92, 105-134. |
24 | Seed, H. B., Pyke, R. M. and Martin, G. R.(1978). Effects of multidirectional shaking on pore pressure development in sands, J. Geotechnical Division, ASCE, 104, 27-44. |
25 | Seed, H. B., Rahman, M. S.(1978). Wave-induced pore pressure in relation to ocean floor stability of cohesionless soils, Marine Geotechnology, 3(2), 123-150. DOI |
26 | Zen, K. and Yamazaki, H.(1991). Field observation and analysis of wave-induced liquefaction in seabed, Soil and Foundation, 31(4), 161-179. DOI |
27 | Sumer, B. M. and Cheng, N. S.(1999). A random-walk model for pore pressure accumulation in marine soils, 9th Intl. Offshore and Polar Eng. Conference, ISOPE, 521-528. |
28 | Yamamoto, T., Koning, H. L., Sellmeijer, H. and Hijum, E.V.(1978). On the response of a poro-elastic bed to water waves, J. Fluid Mech., 87, 193-206. DOI |