Numerical Simulation of Damage to a Soil Embankment from Tsunami Overflow
Hiroyuki Fujii*,**, Shintaro Hotta**, and Nobuo Shuto**
*Department of Coastal Engineering, INA Corporation, 8-4-1 Toshima, Kita-ku, Tokyo 114-0003, Japan
**Advanced Research Institute for the Sciences and Humanities (ARISH), Nihon University 6F Ichigaya Tokyu Building, 4-2-1 Kudan-kita, Chiyoda-ku, Tokyo 102-0073, Japan
-  N. Shuto, “Traffic hindrance after tsunami,” Tsunami Research at the end of a Critical Decade, pp. 65-74, 2001.
-  G. J. Hanson, “Surface erodibility of earthen channel at high stresses Part1 — open channel testing,” Trans. ASAE Vol.33, No.1, pp. 127-131, 1990.
-  K. Fujisawa, A. Kobayashi, and K. Yamamoto, “Erosion rate of compacted soils for embankments,” Doboku Gakkai Ronbunshuu C, Vol.64, No.2, pp. 403-410, 2008.
-  V. T. Chow, “Open-Channel Hydraulics,” McGraw-Hill Int. Student Editions, pp. 111-112, 1959.
-  Coastal Development Institute of Technology (CDIT), “CADMAS-SURF, Research and development of numerical wave channel,” CDIT Library, No.12, 296p. 2001 (in Japanese).
-  K. Sasaki, K. Fujita, T. Uda, A. Hattori, and O. Hiratate, “Estimation of resistance to erosion of levee and natural riverbank using large and undisturbed test pieces,” Annual J. of Hydraulic Engineering, JSCE, Vol.38, pp. 677-682, 1994 (in Japanese).
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