AN EXPERIMENTAL STUDY ON INFLUENCES OF COHESIVE SEDIMENTS ON SEDIMENT TRANSPORT OF MIXED SOIL

Author:

CHO Yong-hwan,NAKAMURA Tomoaki,SUZUKI Manami,MIZUTANI Norimi

Publisher

Japan Society of Civil Engineers

Reference12 articles.

1. 1) McCave, I. N. : Erosion, transport and deposition of fine-grained marine sediments. Geol. Soc. London, Spec. Publ., No. 15, 1984.

2. 2) Amos, C. L., Sutherland, T. F. and Zevenhuizen, J. : The stability of fine-grained sediments in a subarctic estuary, Sedimentology, Vol. 43, pp. 1-19, 1996.

3. 3) Kamphuis, J. and Hall, K. : Cohesive material erosion by unidirectional current, J. Hydraulic Eng., 109(1), 49-61, 1983.

4. 4) Mitchener, H. and Torfs, H. : Erosion of mud/sand mixtures, Coastal Eng., 29: 1-25, 1996.

5. 5) Ashida, K., Egashira, S. and Kamoto, M. : Study on the erosion and variation of mountain streams - on the erosion and transportation of sand-clay mixtures, Disaster Prevention Research Institute Annuals B, 25(B-2): 349-360, 1982 (in Japanese).

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1. Morphological Evolution of Clay/Sand Mixture Focusing on Clay Loss;APAC 2019;2019-09-26

2. EXPERIMENTAL STUDY ON THE INFLUENCE OF SPATIAL VARIATION OF CLAY ON THE TOPOGRAPHY CONSISTING OF MIXED SOIL;Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering);2019

3. SLIP-OUT EFFECTS OF CLAY FROM MIXED SOIL UNDER WAVES;Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering);2017

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