TY - JOUR
T1 - The mechanism of fluidization in mud beds under progressive waves
AU - Soltanpour, Mohsen
AU - Hejazi, Kourosh
AU - Jabbari, Mohammad Hadi
AU - Shibayama, Tomoya
AU - Nishizaki, Shinsaku
AU - Takabatake, Tomoyuki
N1 - Funding Information:
The work at Waseda University was financially supported by the sabbatical research grant from Iranian Ministry of Science, Research and Technology for PhD candidates. It was performed as a part of activities of Research Institute of Sustainable Future Society, Waseda Research Institute for Science and Engineering, Waseda University. The authors are grateful to Mr. A. Tatekoji, Mr. H. Ishii, Mr. G. Hamano, Mr. T. Wakita, Mr. K. Fujisawa, and Ms. T. O. Kyaw, the graduate students of the Civil and Environmental Engineering Department at Waseda University, for their help in laboratory experiments. Thanks are also extended to Mr. A. Shojaeian, from Soil laboratory of Civil Eng. Department of K. N. Toosi University of Technology, for his collaboration in conducting consolidation and permeability tests.
Publisher Copyright:
© 2020 Japan Society of Civil Engineers.
PY - 2021
Y1 - 2021
N2 - Wave-flume laboratory experiments were conducted to study the mechanism of fluidization of partially consolidated mud beds, under wave propagation. The mixture of commercial kaolinite and tap water was allowed to partially consolidate under its self-weight before initiating the progressive wave propagation. The vertical changes in pore water pressure in the mud bed were monitored by using sensitive pore pressure transducers, at three levels across the mud layer depth. The experiments revealed that the wave characteristics and bed properties strongly affect the complex fluidization process, in which the accumulated pore water pressure develops through four transitional stages. The accumulated pore water pressure increases sharply at the first stage, which is followed by further gradual increases in the next two stages, with different rates. The breakup of aggregated mud particles, i.e. the generation of fluid mud, is observed at the last stage, resulting in a partial dissipation of accumulated pore pressure and wave height attenuation. The measurements also revealed that the fluidization starts from the top of the mud layer, and proceeds to the underlying layers.
AB - Wave-flume laboratory experiments were conducted to study the mechanism of fluidization of partially consolidated mud beds, under wave propagation. The mixture of commercial kaolinite and tap water was allowed to partially consolidate under its self-weight before initiating the progressive wave propagation. The vertical changes in pore water pressure in the mud bed were monitored by using sensitive pore pressure transducers, at three levels across the mud layer depth. The experiments revealed that the wave characteristics and bed properties strongly affect the complex fluidization process, in which the accumulated pore water pressure develops through four transitional stages. The accumulated pore water pressure increases sharply at the first stage, which is followed by further gradual increases in the next two stages, with different rates. The breakup of aggregated mud particles, i.e. the generation of fluid mud, is observed at the last stage, resulting in a partial dissipation of accumulated pore pressure and wave height attenuation. The measurements also revealed that the fluidization starts from the top of the mud layer, and proceeds to the underlying layers.
KW - Cohesive sediment
KW - fluidization
KW - kaolinite
KW - pore pressure
KW - wave attenuation
KW - wave-flume experiment
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U2 - 10.1080/21664250.2020.1847401
DO - 10.1080/21664250.2020.1847401
M3 - Article
AN - SCOPUS:85096722904
SN - 2166-4250
VL - 63
SP - 32
EP - 51
JO - Coastal Engineering Journal
JF - Coastal Engineering Journal
IS - 1
ER -