Cnoidal Water Wave Induced Pore Pressure Accumulation in the Seabed
Key words: Cnoidal water wave; Pore pressure accumulation; Hyperbola model; Modified Terzaghi consolidation equation
 Chappelear, J. E. (1962). Shallow Water Waves. Journal of Geophysics Research, 67, 4693-4704.
 Cheng, L., Sumer, B. M., & Fredsøe, J. (2001). Solutions of Pore Pressure Build up Due to Progressive Waves. International Journal for Numerical and Analytical Methods in Geomechanics, 25, 885-907.
 Dormieux, L., & Delage, P. (1988). Effective Stress Response of a Plane Sea-Bed Under Wave Loading. Geotechnique, 38, 445-450.
 Fenton, J. D. (1979). A High-Order Cnoidal Wave Theory. Journal of Fluid Mechanics, 94, 129-161.
 Isobe, M. (1985). Calculation and Alication of First-Order Cnoidal Wave Theory. Coastal Engineering, 9, 309-325.
 Jeng, D. S., & Hsu, J. R. C. (1996). Wave Induced Soil Response in a Nearly Saturated Sea-Bed of Finite Thickness. Geotechnique, 46, 427-440.
 Jeng, D. S., Seymour B., & Li J. (2007). A New Aroximation for Pore Pressure Accumulation in Marine Sediment Due to Water Waves. International Journal for Numerical and Analytical Methods in Geomechanics, 31, 53-69.
 Keulegan, G. H., & Patterson, G. W. (1940). Mathematical Theory of Irrotational Translation Waves. Journal of Research of the National Bureau of Standards, 24, 47-101.
 Korteweg, D. J., & De Vries, G. (1895). On the Change of Form of Long Waves Advancing in a Rectangular Canal, and on a New Type of Long Stationary Waves. Philosophical Magazine, 39, 422-443.
 Laitone, E. V. (1960). The Second Aroximation to Cnoidal and Solitary Waves. Journal of Fluid Mechanics, 9, 430-444.
 Madsen, O. S. (1978). Wave-Induced Pore Pressures and Effective Stresses in a Porous Bed. Geotechnique, 28, 377-393.
 Mcdougal, W. G., Tsai, Y. T., & Liu, P. L. F. (1989). Wave-Induced Pore Water Pressure Accumulation in Marine Soils. Journal of Offshore Mechanics and Arctic Engineering, 111, 1-11.
 Mei, C. C., Stiassnie, M., & Yue, D. K. P. (2005). Theory and Alications of Ocean Surface Waves Part 2: Nonlinear Aspects. World Scientific.
 Sassa, S., & Sekiguchi, H. (2001). Analysis of Wave-Induced Liquefaction of Sand Beds. Geotechnique, 51, 115-126.
 Seed, H. B., & Rahman, M. S. (1978). Wave-Induced Pore Pressure in Relation to Ocean Floor Stability of Cohesionless Soils. Marine Geotechnology, 3, 123-150.
 Sumer, B. M., & Fredsøe, J. (2002). The Mechanics of Scour in the Marine Environment. World Scientific.
 Sumer, B. M., Kirca, V. S. O., & Fredsøe, J. (2011). Experimental Validation of a Mathematical Model for Seabed Liquefaction in Waves. Proceedings of the 21st International Offshore and Polar Engineering Conference, Maui, Hawai, USA.
 Wiegel, R. (1960). A Presentation of Cnoidal Wave Theory for Practical Alication. Journal of Fluid Mechanics, 7, 273-286.
 Wu, M. X., & Lou, Z. G. (2002). Stability and Liquefaction Analysis of Seabed to Wave Loading. Engineering Mechanics, 19, 97-102.
 Yamamoto, T. (1978). Wave-Induced Pore Pressures and Effective Stresses in Inhomogeneous Seabed Foundations. Ocean Engineering, 8, 1-16.
 Zen, K., & Yamazaki, H. (1990). Mechanism of Wave-Induced Liquefaction and Densification in Seabed. Soil and Foundation, 30, 90-104.
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