Discussion of “Development of Dissipation Model of Excess Pore Pressure in Liquefied Sandy Ground” by Sung-Ryul Kim, Jae-lk Hwang, Hon-Yim Ko, and Myoung-Mo Kim
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VIEW THE ORIGINAL ARTICLEAuthors: Andrzej Sawicki [email protected] and Waldemar Świdziński [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 136, Issue 4
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References
Hernon, P. (1999). 8.4, G. P. Putnam.
Ishihara, K. (1996). Soil behavior in earthquake geotechnics, Clarendon, Oxford.
Sawicki, A., and Świdziński, W. (1989). “Pore pressure generation, dissipation, and resolidification in a saturated subsoil.” Soils Found., 29(4), 27–39.
Sawicki, A., and Swidzinski, W. (2004). “Liquefaction and settlements of backfill behind quay-walls, caused by seismic loads.” Cyclic behavior of soils and liquefaction phenomena, Th. Triantafyllidis, ed., Balkema, Rotterdam, The Netherlands, 441–448.
Sumer, B. M., and Fredsøe, J. (2002). The mechanics of scour in the marine environment, World Scientific, Singapore.
Sumer, B. M., Kaya, A., and Ottesen Hansen, N.-E. (2002). “Impact of liquefaction on coastal structures in the 1999 Kocaeli, Turkey Earthquake.” Proc., 12th Int. Offshore & Polar Eng. Conf., Kitakyushu, Japan, Vol. II, 504–511.
Verruijt, A. (1982). Groundwater flow, Macmillan, London.
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© 2010 ASCE.
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Received: Jun 4, 2009
Accepted: Jun 18, 2009
Published online: Mar 15, 2010
Published in print: Apr 2010
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Professor, Inst. of Hydro-Engineering, IBW PAN, 80-299, Kościerska 7, Poland. E-mail: [email protected]
Associate Professor, Inst. of Hydro-Engineering, IBW PAN, 80-299, Kościerska 7, Poland. E-mail: [email protected]
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