Browse > Article
http://dx.doi.org/10.9765/KSCOE.2015.27.3.159

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.)
Publication Information
Journal of Korean Society of Coastal and Ocean Engineers / v.27, no.3, 2015 , pp. 159-167 More about this Journal
Abstract
In this paper, the errors found in the existed analytical solutions described the mechanism of residual pore-water pressure accumulation were examined and a new analytical was proposed. The new analytical solution was derived by using a Fourier series expansion and separation of variables was verified by comparison with the existed both analytical and numerical solutions and experimental result. The new analytical solution is very simple that there is no need for numerical integration for deep soil thickness. In addition, the solutions of the residual pore-water pressure for finite, deep, and shallow soil thickness reveled that it is possible to approach from finite to shallow soil thickness, but not possible to deep soil thickness because there was discontinues zone between finite and deep soil thickness.
Keywords
seabed; progressive waves; residual pore-water pressure; analytical solution; deep soil thickness;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
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