EFFECTS OF PILE-GROUP LAYOUTS ON BED DEFORMATION AROUND THE STRUCTURE
Author:
Affiliation:
1. Dept. of Civil and Environmental Eng., Nagoya Institute of Technology
Publisher
Japan Society of Civil Engineers
Subject
Geriatrics and Gerontology
Link
https://www.jstage.jst.go.jp/article/jscejhe/77/2/77_I_769/_pdf
Reference10 articles.
1. 1) Hoffmans, G. J. C. M. and Verheij, H. J. : Scour manual, A. A. Balkema, Rotterdam, The Netherlands, 1997
2. 2) Nakagawa, H., Teraguchi, H., Kawaike, K., Baba, Y. and Zhang, H. : Analysis of bed variation around bandal-like structures, Annuals of Disaster Prevention Research Institute, Kyoto University, Vol. 54(B), pp. 497-510, 2011.
3. 3) Sadat, S. H. and Tominaga, A. : Influence of pile group density on minimizing local scour of a double spur dike group, J. of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), Vol. 70, No. 4, pp. I_85-I_90, 2014.
4. 4) Sadat, S. H. and Tominaga, A. : Optimal distance between pile-group and spur-dike to reduce local scour, J. of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), Vol. 71, No. 4, pp. I_187-I_192, 2015.
5. 5) Alauddin, M., Tashiro, T. and Tsujimoto, T. : Design of groynes modified with both alignment and permeability for lowland river problems, Journal of Japan Society of Civil Engineers, Series A2 (Applied Mechanics), Vol. 67, No. 2, pp. I_645-I_652, 2011.
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