{"id":27,"date":"2018-07-11T17:39:20","date_gmt":"2018-07-11T08:39:20","guid":{"rendered":"http:\/\/wps.itc.kansai-u.ac.jp\/ichii\/?page_id=27"},"modified":"2018-07-25T19:59:38","modified_gmt":"2018-07-25T10:59:38","slug":"papers","status":"publish","type":"page","link":"https:\/\/wps.itc.kansai-u.ac.jp\/ichii\/papers\/","title":{"rendered":"\u7814\u7a76\u696d\u7e3e"},"content":{"rendered":"

\u7814\u7a76\u696d\u7e3e\u306e\u4e00\u89a7\u3067\u3059\uff08\u5de5\u4e8b\u4e2d\uff09
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\n\uff1c\u56fd\u969b\u4f1a\u8b70\u8ad6\u6587\uff1e<\/a><\/p>\n

\uff1c\u67fb\u8aad\u4ed8\u304d\u5b66\u8853\u8ad6\u6587\uff1e<\/h3>\n
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  1. Koji Ichii and Takeko Mikami, Cyclic threshold shear strain in pore water pressure generation in clay in situ samples, Soils and Foundations, Japanese Geotechnical Society, https:\/\/doi.org.10.1016\/j.sandf.2018.01.005, 2018. (in press)<\/li>\n
  2. Koji Ichii and Yu Nandar Hlaing, A simple framework for planning emergency routes in small townships in response to earthquake disasters, Journal of Societal Safety Sciences\uff08\u793e\u4f1a\u5b89\u5168\u5b66\u7814\u7a76\uff09, No.7, pp.43-54, 2018.<\/li>\n
  3. \u5c0f\u6cc9\u52dd\u5f66,\u4e00\u4e95\u5eb7\u4e8c,\u66fd\u6839\u7167\u4eba,\u5e73\u4e95\u4fca\u4e4b,\u6751\u4e0a\u5de7\u4e00,\u5c71\u4e2d\u7a14\uff0c1995\u5e74\u5175\u5eab\u770c\u5357\u90e8\u5730\u9707\u306e\u6e2f\u6e7e\u88ab\u5bb3\u306b\u57fa\u3065\u304f\u6d77\u5cb8\u8b77\u5cb8\u306e\u7167\u67fb\u57fa\u6e96\u306b\u95a2\u3059\u308b\u4e00\u8003\u5bdf\uff0c\u571f\u6728\u5b66\u4f1a\uff0c\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6A1\uff08\u69cb\u9020\u30fb\u5730\u9707\u5de5\u5b66\uff09\uff0c73\u5dfb (2017) 3\u53f7\uff0cp.604-621\uff0c2017.<\/li>\n
  4. \u5175\u982d\u9806\u4e00\u30fb\u68ee\u5b89\u4fca\u4ecb\u30fb\u5bae\u4e0b\u5065\u4e00\u6717\u30fb\u5b87\u91ce\u5dde\u5f66\u30fb\u5c0f\u5824\u6cbb\u30fb\u4e00\u4e95\u5eb7\u4e8c\uff0c\u4e8c\u6b21\u5143\u6709\u52b9\u5fdc\u529b\u89e3\u6790\u306b\u304a\u3051\u308b\u676d\u306e\u5468\u9762\u6469\u64e6\u529b\u306e\u30e2\u30c7\u30eb\u3068\u30d1\u30e9\u30e1\u30fc\u30bf\u8a2d\u5b9a\u306e\u691c\u8a0e, \u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8,\u5730\u76e4\u3068\u5efa\u8a2d\uff0c\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\uff0cVol.35\uff0cNo.1\uff0cpp.27-36\uff0c2017.<\/li>\n
  5. \u571f\u80a5\u8056\u5e73\u30fb\u4e00\u4e95\u5eb7\u4e8c\uff0c\u643a\u5e2f\u578b\u96fb\u6ce2\u767a\u4fe1\u6a5f\u306e\u571f\u7802\u57cb\u6ca1\u6642\u306e\u6027\u80fd\u8a55\u4fa1\uff0c\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8,\u5730\u76e4\u3068\u5efa\u8a2d\uff0c\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\uff0cVol.35\uff0cNo.1\uff0cpp.77-86\uff0c2017.<\/li>\n
  6. \u9234\u6728\u5927\u5922\u30fb\u4e00\u4e95\u5eb7\u4e8c\uff0c\u676d\u306e\u5148\u7aef\u652f\u6301\u6a5f\u69cb\u306b\u304a\u3051\u308b\u5730\u76e4\u5185\u5f71\u97ff\u9818\u57df\u306e\u5b9f\u9a13\u7684\u8a55\u4fa1,\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8,\u5730\u76e4\u3068\u5efa\u8a2d\uff0c\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\uff0cVol.35\uff0cNo.1\uff0cpp.205-212\uff0c2017.<\/li>\n
  7. \u00a0\u571f\u7530\u5b5d\uff0c\u68ee\u8107\u6b66\u592b\uff0c\u718a\u672c\u76f4\u6a39\uff0c\u4e00\u4e95\u5eb7\u4e8c\uff0c\u52a0\u7d0d\u8aa0\u4e8c\uff0c\u4e2d\u4e95\u771f\u53f8\uff0c2014\u5e74\u5e83\u5cf6\u8c6a\u96e8\u707d\u5bb3\u306b\u304a\u3044\u3066\u571f\u77f3\u6d41\u304c\u767a\u751f\u3057\u305f\u6e13\u6d41\u306e\u72b6\u6cc1\u3068\u88ab\u5bb3\u306b\u95a2\u3059\u308b\u8abf\u67fb\uff0c\u5730\u76e4\u5de5\u5b66\u30b8\u30e3\u30fc\u30ca\u30eb\uff0cVol. 11\uff0cNo. 1\uff0cpp. 33-52\uff0c2016\uff0e<\/li>\n
  8. \u00a0\u85e4\u6728\u6602\uff0c\u79e6\u5409\u5f25\uff0c\u6751\u7530\u6676\uff0c\u53e4\u5ddd\u611b\u5b50\uff0c\u4e00\u4e95\u5eb7\u4e8c\uff0c\u5e38\u7530\u8ce2\u4e00\uff0c\u6e4a\u6587\u535a\uff0c\u5409\u5ddd\u767b\u4ee3\u5b50\uff0c2014\u5e74\u9577\u91ce\u770c\u5317\u90e8\u306e\u5730\u9707\u306b\u304a\u3051\u308b\u767d\u99ac\u6751\u795e\u57ce\u5730\u57df\u3067\u306e\u4f4f\u5bb6\u88ab\u5bb3\u3068\u5730\u76e4\u9707\u52d5\u7279\u6027\u306e\u95a2\u4fc2\uff0c\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6A1\uff08\u69cb\u9020\u30fb\u5730\u9707\u5de5\u5b66\uff09\uff0cVol. 72\uff0cNo. 4\uff0cpp. I_984-I_992\uff0c2016\uff0e<\/li>\n
  9. \u00a0\u4e00\u4e95\u5eb7\u4e8c\uff0c\u6cb3\u91ce\u771f\u5f13\uff0c\u64c1\u58c1\u3084\u76db\u571f\u306e\u5065\u5168\u5ea6\u8a3a\u65ad\u3078\u306e\u5730\u76e4\u9707\u52d5\u8a08\u6e2c \u2015\u9069\u7528\u6027\u3068\u8ab2\u984c\u2015\uff0c\u7269\u7406\u63a2\u67fb\uff0cVol.68\uff0cNo.2\uff0cpp.101-118\uff0c2015.<\/li>\n
  10. \u00a0Naoki Orai, Koji Ichii, Shiho Ishii\uff0cA trial of simple and easy health monitoring for power poles by using \u2018ipod\u2019\uff0cScience China Technological Sciences, Volume 58, Issue 4, pp 712-719, 2015.<\/li>\n
  11. \u00a0\u5175\u982d\u9806\u4e00\uff0c\u5869\u5d0e\u798e\u90ce\uff0c\u66fd\u6839\u7167\u4eba\uff0c\u5c0f\u5824\u6cbb\uff0c\u4e00\u4e95\u5eb7\u4e8c\uff0c\u4e8c\u6b21\u5143\u6709\u52b9\u5fdc\u529b\u89e3\u6790\u306b\u304a\u3051\u308b\u676d\u306e\u5148\u7aef\u652f\u6301\u529b\u306e\u30e2\u30c7\u30eb\u5316\u624b\u6cd5\uff0c\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6A1\uff08\u69cb\u9020\u30fb\u5730\u9707\u5de5\u5b66\uff09\uff0cVol. 71\uff0cNo. 4\uff0cpp. I_408-I_423\uff0c2015\uff0e<\/li>\n
  12. \u00a0\u4e00\u4e95\u5eb7\u4e8c\uff0c\u5185\u5c71\u5468\uff0c\u4f0a\u6771\u9054\u5f66\uff0c\u7389\u6728\u5fb9\uff0c\u753b\u50cf\u89e3\u6790\u306b\u3088\u308b\u30b0\u30e9\u30a6\u30f3\u30c9\u30a2\u30f3\u30ab\u30fc\u306e\u5909\u72b6\u8a55\u4fa1\uff0d\u64ae\u5f71\u30de\u30cb\u30e5\u30a2\u30eb\u306e\u691c\u8a0e\uff0d\uff0c\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\u300c\u5730\u76e4\u3068\u5efa\u8a2d\u300d Vol.33\uff0cNo.1\uff0cpp.61-70\uff0c2015.<\/li>\n
  13. \u00a0\u4e00\u4e95\u5eb7\u4e8c\uff0c\u5c71\u4e0b\u5b97\u4e00\u90ce\uff0c\u6751\u4e0a\u96c4\u4eae\uff0c\u68ee\u8107\u6b66\u592b\uff0c\u693f\u6dbc\u592a\uff0c2014\u5e748\u6708\u5e83\u5cf6\u8c6a\u96e8\u707d\u5bb3\u6642\u306e\u571f\u77f3\u6d41\u306e\u885d\u6483\u529b\u306e\u63a8\u5b9a\uff0c\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\u300c\u5730\u76e4\u3068\u5efa\u8a2d\u300d\uff0cVol.33\uff0cNo.1\uff0cpp.139-144\uff0c2015.<\/li>\n
  14. \u00a0\u4e00\u4e95\u5eb7\u4e8c\uff0c\u5c71\u4e0b\u5b97\u4e00\u90ce\uff0c\u6751\u4e0a\u96c4\u4eae\uff0c\u4e2d\u85ea\u606d\u4ecb\uff0c\u6728\u4e0b\u4e09\u90ce\uff0c\u571f\u77f3\u6d41\u306e\u885d\u6483\u529b\u306b\u7740\u76ee\u3057\u305f\u65b0\u3057\u3044\u571f\u7802\u707d\u5bb3\u8b66\u6212\u533a\u57df\u306e\u6307\u5b9a\u6cd5\u306e\u63d0\u6848\uff0c\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\u300c\u5730\u76e4\u3068\u5efa\u8a2d\u300d\uff0cVol.33\uff0cNo.1\uff0cpp.145-150\uff0c2015.<\/li>\n
  15. \u00a0\u6751\u4e0a\u96c4\u4eae\uff0c\u4e00\u4e95\u5eb7\u4e8c\uff0c\u5c71\u4e0b\u5b97\u4e00\u90ce\uff0c\u30e2\u30fc\u30e1\u30f3\u30c8\u6cd5\u306b\u3088\u308b\u5f15\u5f35\u5f37\u5ea6\u6e2c\u5b9a\u6642\u306e\u4f9b\u8a66\u4f53\u5185\u306e\u5fdc\u529b\u5206\u5e03\uff0c\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\u300c\u5730\u76e4\u3068\u5efa\u8a2d\u300d\uff0cVol.33\uff0cNo.1\uff0cpp.151-156\uff0c2015.<\/li>\n
  16. \u00a0\u77f3\u4e95\u8a69\u7a42\uff0c\u4f0a\u6771\u9054\u5f66\uff0c\u6817\u539f\u5927\uff0c\u4e00\u4e95\u5eb7\u4e8c\uff0c\u7389\u6728\u5fb9\uff0c\u753b\u50cf\u89e3\u6790\u306b\u3088\u308b\u81ea\u52d5\u640d\u50b7\u691c\u51fa\u30b7\u30b9\u30c6\u30e0\u3092\u5fdc\u7528\u3057\u305f\u3072\u3073\u5272\u308c\u7387\u63a8\u5b9a\u306e\u8a66\u307f\uff0c\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\u300c\u5730\u76e4\u3068\u5efa\u8a2d\u300d Vol.33\uff0cNo.1\uff0cpp.157-162\uff0c2015.<\/li>\n
  17. \u00a0\u4f0a\u6771\u9054\u5f66\uff0c\u89d2\u7530\u5149\u6cd5\uff0c\u4e00\u4e95\u5eb7\u4e8c\uff0c\u7389\u6728\u5fb9\uff0c\u77f3\u4e95\u8a69\u7a42\uff0c\u9ad8\u901f\u8d70\u884c\u8eca\u4e21\u304b\u3089\u306e\u64ae\u5f71\u753b\u50cf\u3092\u7528\u3044\u305f\u8217\u88c5\u8def\u9762\u306e\u5f62\u72b6\u628a\u63e1\u306e\u8a66\u307f\uff0c\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\u300c\u5730\u76e4\u3068\u5efa\u8a2d\u300d\uff0cVol.33\uff0cNo.1\uff0cpp.175-180\uff0c2015.<\/li>\n
  18. \u6751\u4e0a\u96c4\u4eae\uff0c\u4e00\u4e95\u5eb7\u4e8c\uff0c\u6cb3\u91ce\u771f\u5f13\uff0c\u571f\u306e\u5f15\u5f35\u5f37\u5ea6\u306b\u53ca\u307c\u3059\u542b\u6c34\u6bd4\u306e\u5f71\u97ff\uff0c\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\uff0c\u5730\u76e4\u3068\u5efa\u8a2d\uff0cVol.32\uff0cpp.157-162\uff0c2014.<\/li>\n
  19. \u4f0a\u6771\u9054\u5f66\uff0c\u4e00\u4e95\u5eb7\u4e8c\uff0c\u89d2\u7530\u5149\u6cd5\uff0c\u77f3\u4e95\u8a69\u7a42\uff0c\u6817\u539f\u5927\uff0c\u7389\u6728\u5fb9\uff0c\u9ad8\u901f\u8d70\u884c\u8eca\u4e21\u304b\u3089\u306e\u64ae\u5f71\u753b\u50cf\u3092\u7528\u3044\u305f\u8217\u88c5\u8def\u9762\u306e\u5f62\u72b6\u628a\u63e1\u306b\u95a2\u3059\u308b\u57fa\u790e\u7684\u7814\u7a76\uff0c\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\uff0c\u5730\u76e4\u3068\u5efa\u8a2d\uff0cVol.32\uff0cpp.149-156\uff0c2014.<\/li>\n
  20. \u77f3\u4e95\u8a69\u7a42\uff0c\u4e00\u4e95\u5eb7\u4e8c\uff0c\u5409\u51a8\u5065\u4e00\uff0cRGB\u5024\u306e\u7d44\u307f\u5408\u308f\u305b\u767a\u751f\u983b\u5ea6\u306b\u3088\u308b\u82b1\u5d17\u5ca9\u691c\u51fa\u306e\u8a66\u307f\uff0c\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\uff0c\u5730\u76e4\u3068\u5efa\u8a2d\uff0cVol.32\uff0cpp.123-130\uff0c2014.<\/li>\n
  21. \u5c71\u7530\u304b\u308a\u3093\uff0c\u9ad8\u753a\u8309\u8389\uff0c\u4e00\u4e95\u5eb7\u4e8c\uff0c\u6db2\u72b6\u5316\u8a66\u9a13\u4f9b\u8a66\u4f53\u306e\u5fae\u8996\u69cb\u9020\u306e\u975e\u7834\u58ca\u8a55\u4fa1\u6cd5\u306e\u57fa\u790e\u7684\u691c\u8a0e\uff0c\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\uff0c\u5730\u76e4\u3068\u5efa\u8a2d\uff0cVol.32\uff0cpp.97- 104\uff0c2014.<\/li>\n
  22. \u9ad8\u753a\u8309\u8389\uff0c\u4e00\u4e95\u5eb7\u4e8c\uff0c\u5317\u51fa\u572d\u4ecb\uff0c\u6d2a\u6c76\u5b9c\uff0c\u98db\u7530\u54f2\u7537\uff0c\u30a2\u30fc\u30c1\u52b9\u679c\u3092\u53d7\u3051\u308b\u57cb\u7acb\u5730\u76e4\u5185\u306e\u571f\u5727\u306e\u9060\u5fc3\u529b\u5834\u3067\u306e\u8a08\u6e2c\uff0c\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\u3001\u5730\u76e4\u3068\u5efa\u8a2d\u3001Vol.32\uff0cNo.1\uff0cpp.79-8\uff0c2014.<\/li>\n
  23. Koji Ichii\uff0cKeisuke Kitade\uff0cMayumi Kawano\uff0cIkuo Taguchi\uff0cSurface Wave-Based Health Monitoring Method for a Sheet Pile Quay Wall\uff0c International Journal of Structural Stability and Dynamics Volume 14, Issue 05, DOI: 10.1142\/S0219455414400094\uff0c2014.<\/li>\n
  24. \u5317\u51fa \u572d\u4ecb\uff0c\u4e00\u4e95 \u5eb7\u4e8c\uff0c\u6cb3\u91ce \u771f\u5f13\uff0c\u6817\u539f \u5927\uff0c\u7530\u53e3 \u4f9d\u4e45\u592b\uff0c\u6e2f\u6e7e\u69cb\u9020\u7269\u306e\u5065\u5168\u5ea6\u8a3a\u65ad\u306e\u305f\u3081\u306e\u8868\u9762\u6ce2\u63a2\u67fb\u306e\u9069\u7528\u6027\u306e\u691c\u8a0e\uff0c\u5730\u76e4\u5de5\u5b66\u30b8\u30e3\u30fc\u30ca\u30eb\uff0cVol. 9\uff0cNo. 4\uff0cpp. 495-510\uff0c2014.<\/li>\n
  25. \u5317\u51fa \u572d\u4ecb\uff0c\u4e00\u4e95 \u5eb7\u4e8c\uff0c\u9ad8\u753a \u8309\u8389\uff0c\u677e\u91ce \u9686\u5fd7\uff0c\u4e95\u5408 \u9032\uff0c\u98db\u7530 \u54f2\u7537\uff0c\u4e0d\u540c\u6c88\u4e0b\u3059\u308b\u7c98\u6027\u571f\u5730\u76e4\u4e0a\u306e\u7802\u8cea\u5730\u76e4\u306eN\u5024\u306e\u5909\u5316\u306b\u95a2\u3059\u308b\u5b9f\u9a13\u7684\u7814\u7a76\uff0c\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6A1\uff08\u69cb\u9020\u30fb\u5730\u9707\u5de5\u5b66\uff09\uff0cVol. 70\uff0cNo. 4\uff0cp. I_751-I_760\uff0c2014.<\/li>\n
  26. Baowei Lin, Toru Tamaki, Marcos Slomp, Bisser Raytchev, Kazufumi Kaneda, Koji Ichii: “3D Keypoints Detection from a 3D Point Cloud for Real-Time Camera Tracking,” IEEJ Transactions on Electronics, Information and Systems, Vol. 133, No. 1, pp.84-90\uff0c2013.<\/li>\n
  27. Baowei Lin, Yuji Ueno, Kouhei Sakai, Toru Tamaki, Bisser Raytchev, Kazufumi Kaneda, Koji Ichii: “Image Based Detection of 3D Scene Change,” IEEJ Transactions on Electronics, Information and Systems, Vol. 133, No. 1, pp.103-110\uff0c2013.<\/li>\n
  28. \u6cb3\u91ce\u771f\u5f13\uff0c\u4e00\u4e95\u5eb7\u4e8c\uff0c\u9ad8\u753a\u8309\u8389\uff0c\u6817\u539f\u5927\uff0c\u5c0f\u897f\u771f\u5b9f\uff0c\u64c1\u58c1\u306e\u5065\u5168\u5ea6\u8a3a\u65ad\u3078\u306e\u5e38\u6642\u5fae\u52d5\u8a08\u6e2c\u306e\u9069\u7528\u6027\u306b\u3064\u3044\u3066\uff5e\u5b9f\u6e2c\u306b\u57fa\u3065\u304f\u5206\u6790\uff5e\uff0c\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\u3001\u5730\u76e4\u3068\u5efa\u8a2d\u3001Vol.31\u3001No.1\u3001pp.195-202\u30012013.<\/li>\n
  29. \u9ad8\u753a\u8309\u8389\uff0c\u4e00\u4e95\u5eb7\u4e8c\uff0c\u5317\u51fa\u572d\u4ecb\uff0c\u5730\u76e4\u6761\u4ef6\u306e\u5dee\u7570\u304c\u6db2\u72b6\u5316\u306e\u88ab\u5bb3\u7a0b\u5ea6\u306b\u53ca\u307c\u3059\u5f71\u97ff\u306b\u3064\u3044\u3066\uff5e\u6771\u65e5\u672c\u5927\u9707\u707d\u306b\u304a\u3051\u308b\u6d66\u5b89\u5e02\u306e\u88ab\u5bb3\u4e8b\u4f8b\u306e\u5206\u6790\u304b\u3089\uff5e\uff0c\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\u3001\u5730\u76e4\u3068\u5efa\u8a2d\u3001Vol.31\u3001No.1\u3001pp.47-54\u30012013.<\/li>\n
  30. \u5317\u51fa \u572d\u4ecb, \u4e00\u4e95 \u5eb7\u4e8c, \u6728\u4e0b \u6d0b\u6a39, \u4e45\u8cc0 \u771f\u4e00, \u7c73\u6d66 \u5927\u8f14\uff0c\u6771\u65e5\u672c\u5927\u9707\u707d\u306b\u304a\u3051\u308b\u6cbf\u5cb8\u90e8\u57cb\u7acb\u5730\u306e\u6db2\u72b6\u5316\u304c\u5de5\u5834\u88ab\u707d\u306b\u4f34\u3046\u4f01\u696d\u306e\u7279\u5225\u640d\u5931\u306b\u304a\u3088\u307c\u3059\u5f71\u97ff\uff0c\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6\uff21\uff11\uff0cp.I_337-I_344\uff0c2013.<\/li>\n
  31. \u4e00\u4e95 \u5eb7\u4e8c, \u68ee \u4f51\u6a39, \u89d2\u7530 \u5149\u6cd5\uff0c\u8981\u7d20\u5730\u9707\u6ce2\u306e\u6642\u523b\u6b74\u6ce2\u5f62\u306e\u5dee\u7570\u304c\u63a8\u5b9a\u5730\u9707\u52d5\u306e\u6ce2\u5f62\u306e\u5dee\u7570\u306b\u53ca\u307c\u3059\u5f71\u97ff\u306e\u691c\u8a0e\uff0c\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6\u3000\uff21\uff11\uff08\u69cb\u9020\u30fb\u5730\u9707\u5de5\u5b66\uff09\uff0cVol.69\uff0cNo.4\uff0cp.I_207-I_217 \uff0c2013.<\/li>\n
  32. \u4e00\u4e95 \u5eb7\u4e8c, \u5c71\u672c \u8c4a, \u89d2\u7530 \u5149\u6cd5\uff0c\u5cb8\u58c1\u4e0a\u306e\u79fb\u52d5\u5f0f\u8377\u5f79\u65bd\u8a2d\u306e\u8010\u9707\u8a2d\u8a08\u306e\u305f\u3081\u306e\u30b1\u30fc\u30bd\u30f3\u9593\u76f8\u5bfe\u5909\u4f4d\u306e\u4e88\u6e2c\u6cd5\u306e\u691c\u8a0e\uff0c\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6\uff21\uff11\uff0cp.I_218-I_227\uff0c2013<\/li>\n
  33. \u677e\u91ce \u9686\u5fd7, \u4e00\u4e95 \u5eb7\u4e8c, \u5317\u51fa \u572d\u4ecb\uff0c\u7570\u65b9\u5727\u5bc6\u72b6\u614b\u306e\u7802\u306e\u52d5\u7684\u6c88\u4e0b\u7279\u6027\u306b\u53ca\u307c\u3059\u8f09\u8377\u632f\u52d5\u6570\u306e\u5f71\u97ff\uff0c\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6\uff21\uff11\uff0cp.I_228-I_234\uff0c2013.<\/li>\n
  34. \u89d2\u7530\u5149\u6cd5\u3001\u5c0f\u91ce\u6df3\u5b50\u3001\u4e00\u4e95\u5eb7\u4e8c\u3001\u77f3\u7a4d\u307f\u64c1\u58c1\u306e\u7dad\u6301\u7ba1\u7406\u306b\u304a\u3051\u308bSIFT\u3092\u7528\u3044\u305f\u753b\u50cf\u89e3\u6790\u6280\u8853\u306e\u9069\u7528\u6027\u3001\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\u3001\u5730\u76e4\u3068\u5efa\u8a2d\u3001Vol.30\u3001No.1\u3001pp.117-124\u30012012.<\/li>\n
  35. \u5317\u51fa\u572d\u4ecb\u3001\u4e00\u4e95\u5eb7\u4e8c\u3001\u4e0d\u540c\u6c88\u4e0b\u3057\u305f\u7c98\u6027\u571f\u5c64\u4e0a\u306e\u7802\u8cea\u571f\u5c64\u306b\u304a\u3051\u308b\u6db2\u72b6\u5316\u306e\u767a\u751f\u306b\u95a2\u3059\u308b\u89e3\u6790\u7684\u8a55\u4fa1\u3001\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\u3001\u5730\u76e4\u3068\u5efa\u8a2d\u3001Vol.30\u3001No.1\u3001pp.55-62\u30012012.<\/li>\n
  36. \u5317\u51fa\u572d\u4ecb\u3001\u4e00\u4e95\u5eb7\u4e8c\u3001\u6728\u4e0b\u6d0b\u6a39\u3001\u9ad8\u6a4b\u88d5\u5fb3\u3001\uff33\uff23\uff30\u6539\u826f\u5730\u76e4\u306b\u304a\u3051\u308b\u676d\u9593\u7c98\u6027\u571f\u306e\u72b6\u614b\u304c\u5730\u9707\u306b\u3088\u308b\u5909\u5f62\u306b\u4e0e\u3048\u308b\u5f71\u97ff\u3001\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\u3001\u5730\u76e4\u3068\u5efa\u8a2d\u3001Vol.30\u3001No.1\u3001pp.63-70\u30012012.<\/li>\n
  37. \u6cb3\u91ce\u771f\u5f13\u3001\u6751\u4e0a\u967d\u5e73\u3001\u6e6f\u6d45\u9999\u7e54\u3001\u67f4\u5c3e\u4eab\u3001\u5317\u51fa\u572d\u4ecb\u3001\u4e00\u4e95\u5eb7\u4e8c\u3001\u305b\u3093\u65ad\u6ce2\u901f\u5ea6\u306e\u5909\u5316\u306b\u7740\u76ee\u3057\u305f\u5730\u76e4\u306e\u5065\u5168\u5ea6\u8a3a\u65ad\u6280\u8853\u306b\u95a2\u3059\u308b\u57fa\u790e\u7684\u7814\u7a76\u3001\u5730\u76e4\u5de5\u5b66\u4f1a\u4e2d\u56fd\u652f\u90e8\u8ad6\u6587\u5831\u544a\u96c6\u3001\u5730\u76e4\u3068\u5efa\u8a2d\u3001Vol.30\u3001No.1\u3001pp.77-84\u30012012.<\/li>\n
  38. \u4e09\u4e0a \u6b66\u5b50\u3001\u4e00\u4e95 \u5eb7\u4e8c\u3001\u690d\u6751 \u4e00\u745b\u3001\u4ec1\u79d1 \u6674\u8cb4\u3001\u975e\u6392\u6c34\u7e70\u8fd4\u3057\u305b\u3093\u65ad\u6642\u306e\u3072\u305a\u307f\u306e\u767a\u9054\u30e2\u30c7\u30eb\u3001\u5730\u76e4\u5de5\u5b66\u30b8\u30e3\u30fc\u30ca\u30eb\u3001\u5730\u76e4\u5de5\u5b66\u4f1a\u3001Vol. 7\u3001No. 1\u3001pp.311-322\u30012012.<\/li>\n
  39. \u6728\u4e0b \u6d0b\u6a39\u3001\u4e00\u4e95 \u5eb7\u4e8c\u3001\u68ee\u5ddd \u5609\u4e4b\u3001\u9ad8\u6a4b \u82f1\u7d00\u3001\u7be0\u5d0e \u6674\u5f66\u3001\u9ad8\u6a4b \u88d5\u5fb3\u3001\u9244\u92fc\u30b9\u30e9\u30b0\u3092\u7528\u3044\u305fSCP\u6539\u826f\u306b\u3088\u308b\u91cd\u529b\u5f0f\u30b1\u30fc\u30bd\u30f3\u69cb\u9020\u7269\u306e\u57fa\u790e\u5730\u76e4\u306e\u5730\u9707\u6642\u5909\u5f62\u7279\u6027\u3068\u305d\u306e\u8a55\u4fa1\u3001\u5730\u76e4\u5de5\u5b66\u30b8\u30e3\u30fc\u30ca\u30eb\u3001\u5730\u76e4\u5de5\u5b66\u4f1a\u3001Vol. 7\u3001No. 1\u3001pp.323-337\u30012012.<\/li>\n
  40. Iai, S. and Ichii, K.: Soils and Foundations during Earthquakes, Soils and Foundations Vol.50, No.6, pp.937-953, 2010.<\/li>\n
  41. Masaki Murata, Tamotsu Shirado, Kentaro Torisawa, Masakazu Iwatate, Koji Ichii, Qing Ma and Toshiyuki Kanamaru\uff0cExtraction and Visualization of Numerical and Named Entity Information from a Very Large Number of Documents using Natural Language Processing, International Journal of Innovative Computing, Information and Control ,6(3)\uff0c2010.<\/li>\n
  42. \u4ec1\u79d1\u6674\u8cb4,\u4e00\u4e95\u5eb7\u4e8c,\u690d\u6751\u4e00\u745b,\u4e09\u4e0a\u6b66\u5b50,\u6728\u5bfa\u5bdb: \u7d30\u7c92\u5206\u3092\u542b\u3093\u3060\u7802\u5730\u76e4\u306b\u304a\u3051\u308bSteady State\u306b\u95a2\u3059\u308b\u5b9f\u9a13\u7684\u7814\u7a76, \u5730\u76e4\u3068\u5efa\u8a2d,27(1),pp.57-64\uff0c2009.<\/li>\n
  43. \u4e09\u4e0a\u6b66\u5b50,\u4e00\u4e95\u5eb7\u4e8c,\u690d\u6751\u4e00\u745b,\u4ec1\u79d1\u6674\u8cb4: \u8010\u9707\u6027\u691c\u8a0e\u306e\u305f\u3081\u306e\u6570\u5024\u89e3\u6790\u306b\u304a\u3051\u308b\u30d1\u30e9\u30e1\u30fc\u30bf\u30fc\u8a2d\u5b9a\u306b\u3064\u3044\u3066\u306e\u8ab2\u984c, \u5730\u76e4\u3068\u5efa\u8a2d,27(1),pp.81-88\uff0c2009\u3002<\/li>\n
  44. \u4e00\u4e95\u5eb7\u4e8c,\u6a2a\u7530\u8aa0\u4e4b,\u52a0\u7d0d\u8aa0\u4e8c: \u76db\u571f\u306e\u5207\u76db\u5883\u306b\u304a\u3051\u308b\u5730\u76e4\u3072\u305a\u307f\u8a55\u4fa1\u306b\u95a2\u3059\u308b\u691c\u8a0e, \u5730\u76e4\u3068\u5efa\u8a2d,27(1),pp.113-121\uff0c2009.<\/li>\n
  45. \u690d\u6751\u4e00\u745b,\u4e00\u4e95\u5eb7\u4e8c,\u56db\u8fbb\u7d75\u7f8e: \u5cb8\u58c1\u57fa\u790e\u6368\u77f3\u90e8\u3078\u306e\u30a2\u30f3\u30ab\u30fc\u5de5\u6cd5\u306e\u9069\u7528\u306b\u95a2\u3059\u308b\u57fa\u790e\u7684\u7814\u7a76, \u5730\u76e4\u3068\u5efa\u8a2d,27(1),99.137-145\uff0c2009.<\/li>\n
  46. Masaki Murata, Koji Ichii, Qing Ma, Tamotsu Shirado, Toshiyuki Kanamaru, Sachiyo Tsukawaki and Hitoshi Isahara: Development of Automatic Trend Exploration System using MuST Data Collection, Information\u8a8c\uff08Journal of information\uff09\uff0cVol.11, No.6, November, 2008.<\/li>\n
  47. \u6751\u7530 \u771f\u6a39\uff0c\u4e00\u4e95 \u5eb7\u4e8c\uff0c\u99ac \u9752\uff0c\u767d\u571f \u4fdd\uff0c\u91d1\u4e38 \u654f\u5e78\uff0c\u585a\u8107 \u5e78\u4ee3\uff0c\u4e95\u4f50\u539f \u5747: \u5927\u898f\u6a21\u8a18\u4e8b\u7fa4\u304b\u3089\u306e\u6570\u5024\u60c5\u5831\u306b\u95a2\u308f\u308b\u30c6\u30ad\u30b9\u30c8\u30de\u30a4\u30cb\u30f3\u30b0\u30fb\u53ef\u8996\u5316, \u30b7\u30b9\u30c6\u30e0\u5236\u5fa1\u60c5\u5831\u5b66\u4f1a\u8ad6\u6587\u8a8c, Vol.20, No.12, p.482-484, 2007.<\/li>\n
  48. Jyunji KIYONO, Tadafumi FUJIWARA, Masanori HAMADA, Takao HASHIMOTO, Koji ICHII, Ryoji ISOYAMA, Kazuo KONAGAI, Masakatsu MIYAJIMA, Hitomi MURAKAMI, Susumu NAKAMURA, Tomofumi NOZAKI, Yoichi TAJI: Reconnaissance report on the 2000 Tottori-ken seibu earthquake, \u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6A, Vo..63, No.2, pp.374-385, 2007.<\/li>\n
  49. \u6771\u5cf6\u7fa9\u90ce\uff0c\u85e4\u7530\u90c1\u592b\uff0c\u4e00\u4e95\u5eb7\u4e8c\uff0c\u4e95\u5408\u9032\uff0c\u83c5\u91ce\u9ad8\u5f18\uff0c\u5317\u6751\u9053\u592b\uff1a\u6cbf\u5cb8\u69cb\u9020\u7269\u306e\u30c1\u30e3\u30fc\u30c8\u5f0f\u8010\u9707\u8a3a\u65ad\u30b7\u30b9\u30c6\u30e0\u306e\u958b\u767a\uff0c\u6d77\u6d0b\u958b\u767a\u8ad6\u6587\u96c6\uff0c\u7b2c22\u5dfb\uff0c\u571f\u6728\u5b66\u4f1a\uff0cpp.511-516\uff0c2006.<\/li>\n
  50. \u571f\u7530\u5b5d\uff0c\u6d45\u6d77\u7dbe\u4e00\uff0c\u4e00\u4e95\u5eb7\u4e8c\uff1a\u6ce2\u6d6a\u306b\u3088\u308b\u4e00\u6b21\u5143\u6c34\u5727\u5909\u52d5\u4e0b\u306e\u30a2\u30de\u30e2\u5834\u6d77\u5e95\u5730\u76e4\u306e\u5b89\u5b9a\u6027\uff0c\u6d77\u5cb8\u5de5\u5b66\u8ad6\u6587\u96c6\uff0c\u7b2c53\u5dfb\uff0c\u571f\u6728\u5b66\u4f1a\uff0cpp.1251-1255\uff0c2006.<\/li>\n
  51. \u4e00\u4e95\u5eb7\u4e8c\uff1a\u964d\u96e8\u306b\u3088\u308b\u76db\u571f\u306e\u8010\u9707\u6027\u4f4e\u4e0b\u306b\u95a2\u3059\u308b\u5b9f\u9a13\u7684\u7814\u7a76\uff0c\u571f\u6728\u5b66\u4f1a\u5730\u9707\u5de5\u5b66\u8ad6\u6587\u96c6\uff0cVol.28\uff0cCD-ROM\uff0c2005.<\/li>\n
  52. \u4e2d\u539f\u77e5\u6d0b\uff0c\u4e00\u4e95\u5eb7\u4e8c\uff0c\u4e09\u85e4\u6b63\u660e\uff0c\u79cb\u5143\u54f2\u5e73\uff1a\u5730\u76e4\u306e\u900f\u6c34\u6027\u3068\u5730\u9707\u52d5\u306e\u7d99\u7d9a\u6642\u9593\u3092\u8003\u616e\u3057\u305f\u7de9\u50be\u659c\u5f0f\u8b77\u5cb8\u69cb\u9020\u7269\u306e\u8010\u9707\u6027\u80fd\u8a55\u4fa1\uff0c\u571f\u6728\u5b66\u4f1a\u5730\u9707\u5de5\u5b66\u8ad6\u6587\u96c6\uff0cVol.28\uff0cCD-ROM\uff0c2005.<\/li>\n
  53. \u798f\u7530\u5149\u6cbb\uff0c\u4e00\u4e95\u5eb7\u4e8c\uff0c\u9ad8\u7fbd\u6cf0\u4e45\uff0c\u5e73\u4e95\u8cb4\u96c4\uff1aSG-Wall\u5de5\u6cd5\u306e\u632f\u52d5\u53f0\u5b9f\u9a13\u306b\u304a\u3051\u308b\u6b8b\u7559\u5909\u4f4d\u63a8\u5b9a\u5f0f\u306e\u63d0\u6848\uff0c\u30b8\u30aa\u30b7\u30f3\u30bb\u30c6\u30a3\u30c3\u30af\u30b9\u8ad6\u6587\u96c6\uff0cVol.20\uff0c\u56fd\u969b\u30b8\u30aa\u30b7\u30f3\u30bb\u30c6\u30a3\u30c3\u30af\u30b9\u5b66\u4f1a\u65e5\u672c\u652f\u90e8\uff0cpp.33-38\uff0c2005.<\/li>\n
  54. \u53f6\u51a0\u6797\uff0c\u674e\u6d77\u52f2\uff0c\u4e00\u4e95\u5eb7\u4e8c\uff0c\u5f18\u4e2d\u6df3\u5e02\uff0c\u5bfa\u5ddd\u79c0\u4eba\uff1aSG-Wall\u5de5\u6cd5\u306e\u632f\u52d5\u53f0\u5b9f\u9a13\u3068FEM\u89e3\u6790\u306b\u3088\u308b\u8a55\u4fa1\uff0c\u30b8\u30aa\u30b7\u30f3\u30bb\u30c6\u30a3\u30c3\u30af\u30b9\u8ad6\u6587\u96c6,Vol.20\uff0c\u56fd\u969b\u30b8\u30aa\u30b7\u30f3\u30bb\u30c6\u30a3\u30c3\u30af\u30b9\u5b66\u4f1a\u65e5\u672c\u652f\u90e8\uff0cpp.27-32\uff0c2005.<\/li>\n
  55. \u5bfa\u5ddd\u79c0\u4eba\uff0c\u9ad8\u7fbd\u6cf0\u4e45\uff0c\u4e00\u4e95\u5eb7\u4e8c\uff0c\u5f18\u4e2d\u6df3\u5e02\uff0c\u798f\u7530\u5149\u6cbb\uff1aSG-Wall\u5de5\u6cd5\u306e\u632f\u52d5\u53f0\u5b9f\u9a13\u7d50\u679c\u3068\u88dc\u5f37\u52b9\u679c\uff0c\u30b8\u30aa\u30b7\u30f3\u30bb\u30c6\u30a3\u30c3\u30af\u30b9\u8ad6\u6587\u96c6,Vol.20\uff0c\u56fd\u969b\u30b8\u30aa\u30b7\u30f3\u30bb\u30c6\u30a3\u30c3\u30af\u30b9\u5b66\u4f1a\u65e5\u672c\u652f\u90e8\uff0cpp.19-26\uff0c2005.<\/li>\n
  56. Koji ICHII: Towards the optimum seismic design of a gravity quay wall – a risk based approach for a soil-structure interaction problem, On course (PIANC magazine), PIANC(International Navigation Association), Vol.120, pp.13-24\uff0c2005.<\/li>\n
  57. Atsushi NOZU, Koji ICHII and Takahiro SUGANO \u2018SEISMIC DESIGN OF PORT STRUCTURES\u2019\uff0cJournal of Japan Association for Earthquake Engineering\uff08\u65e5\u672c\u5730\u9707\u5de5\u5b66\u4f1a\u8ad6\u6587\u96c6\uff09, Vol.4, No.3(Special Issue), pp.195-208, 2004.<\/li>\n
  58. Masoud MOHAJERI, Koji ICHII and Tamotsu TAMURA \u2018Experimental Study on Sliding Block Concept for Caisson Walls, Journal of Waterway, Port, Coastal, and Ocean Engineering\u2019, ASCE, Vol.130, No.3, pp.134-142, 2004.<\/li>\n
  59. Koji ICHII \u2018Optimization of design seismic coefficient based on total expected cost for gravity type quay walls\u2019, Structural Eng. \/ Earthquake Eng., JSCE (\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6), Vol.20, No.1, pp.13-23, 2003.<\/li>\n
  60. Koji ICHII \u2018A Seismic risk assessment procedure for gravity type quay walls\u2019 ,Structural Eng. \/ Earthquake Eng., JSCE (\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6), Vol.19, No.2, pp.131s-140s, 2002.<\/li>\n
  61. Koji ICHII, Susumu IAI, Yukihiro SATO and Hanlong LIU \u2018Seismic performance evaluation charts for gravity type quay walls\u2019, Structural Eng. \/ Earthquake Eng., JSCE(\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6), Vol.19, No.1, pp.21s-31s, 2002.<\/li>\n
  62. Koji ICHII, Susumu IAI, and Toshikazu MORITA \u2018Performance of the quay wall with high seismic resistance\u2019, Structural Eng. \/ Earthquake Eng., JSCE (\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6), Vol.17, No.2, pp.163s-174s, 2000.<\/li>\n
  63. Susumu IAI, Koji ICHII, Hanglong LIU and Toshikazu MORITA \u2018Effective stress analyses of port structures\u2019, Special Issue of Soils and Foundations, Japanese Geotechnical Society, pp.97-114, 1998.<\/li>\n
  64. \u4f50\u85e4\u5fe0\u4fe1\uff0c\u4e00\u4e95\u5eb7\u4e8c \u300c\u907a\u4f1d\u7684\u30a2\u30eb\u30b4\u30ea\u30ba\u30e0\u3092\u7528\u3044\u305f\u30e9\u30a4\u30d5\u30e9\u30a4\u30f3\u7db1\u306e\u6700\u9069\u5fa9\u65e7\u904e\u7a0b\u306b\u95a2\u3059\u308b\u7814\u7a76\u300d, \u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6, No.537, I-35, pp.245-256, 1996.<\/li>\n<\/ol>\n

    \uff1c\u56fd\u969b\u4f1a\u8b70\u8ad6\u6587\uff1e<\/h3>\n
      \n
    1. Tomohiro Nakahara, Susumu Iai, Kyohei Ueda, Koji Ichii<\/u>, A study on the fundamental performance of a new constitutive model for clay based on the framework of the strain space multiple mechanism model and Osamu Ozutsum,3rd International Conference on Performance-based Design in Earthquake Geotechnical Engineering (PBD-III Vancouver 2017), ISSMGE\/TC203, Jul.16-19, Vancouver, Canada, 2017.<\/li>\n
    2. Junichi Hyodo<\/u>, Kyohei Sato, Yukio Tamari, Osamu Ozutsumi, and Koji Ichii<\/u>, Influence area on the end bearing capacity of a pile in three-dimensional analysis under various soil conditions,3rd International Conference on Performance-based Design in Earthquake Geotechnical Engineering (PBD-III Vancouver 2017), ISSMGE\/TC203, Jul.16-19, Vancouver, Canada, 2017<\/li>\n
    3. Koji Ichii<\/u>, Toshiki Murakami, Takeko Mikami, Parameter identification for effective stress analysis from a multi-stage cyclic loading test, 3rd International Conference on Performance-based Design in Earthquake Geotechnical Engineering (PBD-III Vancouver 2017), ISSMGE\/TC203, Jul.16-19, Vancouver, Canada,2017.<\/li>\n
    4. Katsuhiko Koizumi, Akito Sone, Toshiyuki Hirai, Koichi Murakami, Koji Ichii<\/u>, and Minoru Yamanaka, PBD of seawalls to prevent tsunami inundation – Performance criteria and Design example,3rd International Conference on Performance-based Design in Earthquake Geotechnical Engineering (PBD-III Vancouver 2017), ISSMGE\/TC203, Jul.16-19, Vancouver, Canada, 2017.<\/li>\n
    5. Shohei Dohi<\/u> and koji Ichii,<\/u> Performance of the Portable Signal Transmitter(Beacon) at Buried Condition in the Soil 14th Annual meeting of Asia Oceania Geoscience Society (AOGS), Asia Oceania Geoscience Society ,Aug.6-11,Singapore\uff0c2017.<\/li>\n
    6. Yu Nandar Hlaing<\/u>, Koji Ichii<\/u> and Kyaw Zaya Htun, Planning of Emergency Rescue Routes After Strong Earthquake in Myanmar,A Case Study of Mandalay, The Fifth International Conference on Geotechnical Engineering for Disaster Mitigation and Rehabilitation (5th GEDMAR), ISSMGE\/TC303,Sep.13-14,Taipei, Taiwan,2017.<\/li>\n
    7. Hiromu Suzuki<\/u> and Koji Ichii<\/u>, Experimental Evaluation of Influence Zone for End Bearing Capacity of Piles , The 16th International Conference on Civil and Environmental Engineering, ICCEE2017,Nov.12-15, National Cheng Kung University, Tainan City,Taiwan,2017.<\/li>\n
    8. Shohei Dohi and Koji Ichii<\/u>, Performance of the Portable Signal Transmitter(Beacon) at Buried Condition in the Soil, The 16th International Conference on Civil and Environmental Engineering, ICCEE2017, Nov.12-15, National Cheng Kung University, Tainan City,Taiwan,2017.<\/li>\n
    9. Xinhua Huang<\/u> and Koji Ichii<\/u>, A Basic Study of Soil Adhesion to Excavator Bucket, The 16th International Conference on Civil and Environmental Engineering, ICCEE2017, Nov.12-15, National Cheng Kung University, Tainan City, Taiwan,2017.<\/li>\n
    10. Yu Nandar Hlaing<\/u>, Koji Ichii<\/u> and Kyaw Zaya Htun, Earthquake-induced damage estimation of the road networks within small townships in Mandalay, Myanmar, The 16th International Conference on Civil and Environmental Engineering, ICCEE2017, Nov.12-15, National Cheng Kung University, Tainan City, Taiwan,2017.<\/li>\n
    11. Koji ICHII<\/u>, Kazuaki UEMURA, Naoki ORAI, and Junichi Hyodo, Simulation Report by Team: Hiroshima, LEAP-USD-2017 Workshop,Dec.14-15, Walter A. Buehler Alumni Center, U.C. Davis, California, U.S.A,2017.<\/li>\n
    12. Karin Yamada<\/u>, Mari Takamachi, Koji Ichii<\/u>, Nondestructive examination for the equality of the specimens for liquefaction test, Proceedings of International Conference on Civil and Environmental Engineering, ICCEE-2014, CD-ROM\uff0c2014.<\/li>\n
    13. Shiho Ishii<\/u>, Koji Ichii<\/u>, Kenichi Yoshidomi, A trial of identification of granite from other rocks by image analysis, Proceedings of International Conference on Civil and Environmental Engineering, ICCEE-2014, CD-ROM, 2014.<\/li>\n
    14. Yusuke Murakami<\/u>, Koji Ichii<\/u>, Influence of water content on the tensile strength of soil, Proceedings of International Conference on Civil and Environmental Engineering, ICCEE-2014, CD-ROM, 2014.<\/li>\n
    15. Tatsuhiko Ito<\/u>, Koji Ichii<\/u>, Mitsunori Kadota, Toru Tamaki, A study of flatness evaluation of road surfaces using photographs taken from a car moving at a high speed, Proceedings of International Conference on Civil and Environmental Engineering International Conference on Civil and Environmental Engineering, ICCEE-2014, CD-ROM, 2014.<\/li>\n
    16. Koji Ichii<\/u>\uff0cDebris Flows in Hiroshima, 2014: The impact on geotechnical research community\uff0c Proceedings of 13th Japan\/Korea Joint Seminar on Geotechnical Engineering, Osaka, pp.1-14, 2014.<\/li>\n
    17. Soichiro Yamashita<\/u>\uff0cKoji Ichii<\/u>\uff0cYusuke Murakami\uff0cRyota Tsubaki\uff0cTakeo Moriwaki\uff0cEstimation of Debris Flow Impacts in 2014 Hiroshima Disaster, Proceedings of 13th Japan\/Korea Joint Seminar on Geotechnical Engineering, Osaka, pp.113-120, 2014.<\/li>\n
    18. Shu Uchiyama<\/u>\uff0cTatsuhiko Ito\uff0cShiho Ishii\uff0cKoji Ichii<\/u>\uff0cA trial on the inspection method for anchored wall by a radio controlled helicopter, Proceedings of 13th Japan\/Korea Joint Seminar on Geotechnical Engineering, Osaka, pp.63-70, 2014.<\/li>\n
    19. Naoki Orai<\/u>\uff0cKoji Ichii<\/u>\uff0cA study on seismic resistance evaluation methods with the consideration of the effect of rainfall\uff0c Proceedings of the fourth international conference on geotechnical engineering for disaster mitigation and rehabilitation (4th<\/sup> GEDMAR)\uff0cSep. 16-18, pp. 439-446, 2014.<\/li>\n
    20. Keisuke Kitade<\/u>\uff0cKoji Ichii<\/u>\uff0cHiroki Kinoshita\uff0cShinichi Kuga\uff0cDaisuke Yoneura\uff0cKarin Yamada\uff0cThe effect of liquefaction on the damages of factories in the Great East Japan Earthquake Disaster and on the damage estimate by the Nankai trough earthquake, Proceedings of the fourth international conference on geotechnical engineering for disaster mitigation and rehabilitation (4th<\/sup> GEDMAR)\uff0cSep. 16-18\uff0cpp. 423-430, 2014.<\/li>\n
    21. Yasuhiro Akakura\uff0cKenji Ono\uff0cKoji Ichii<\/u>\uff0cEarthquake and tsunami damage estimation for port-BCP\uff0cProceedings of the fourth international conference on geotechnical engineering for disaster mitigation and rehabilitation (4th<\/sup> GEDMAR)\uff0cSep. 16-18\uff0cpp. 233-238, 2014.<\/li>\n
    22. Koji Ichii<\/u>, Preparing \u2018Guidelines and Recommendations\u2019 for disaster mitigation – what is the lesson from recent flood and tsunami, Proceedings of the fourth international conference on geotechnical engineering for disaster mitigation and rehabilitation (4th<\/sup> GEDMAR)\uff0cSep.16-18\uff0cpp.185-190, 2014.<\/li>\n
    23. Mayumi Kawano<\/u>\uff0cKeisuke Kitade\uff0cYusuke Murakami\uff0cMari Takamachi\uff0cTatsuhiko Ito\uff0cKoji Ichii<\/u>\uff0cGround health monitoring of a slope of constructed fill using the surface\uff0c Proceedings of the fourth international conference on geotechnical engineering for disaster mitigation and rehabilitation (4th<\/sup> GEDMAR), pp. 501-506, 2014.<\/li>\n
    24. Tatsuhiko Ito<\/u>\uff0cKimioYamada\uff0cKoji Ichii<\/u>\uff0cToru Tamaki\uff0cMitsunori Kadota\uff0cA system for flatness evaluation of road surfaces using photographs taken from a car moving at a high speed\uff0cProceedings of the fourth international conference on geotechnical engineering for disaster mitigation and rehabilitation (4th<\/sup> GEDMAR)\uff0cpp. 493-499, 2014.<\/li>\n
    25. Shiho Ishii<\/u>, Ooki Kurihara\uff0cTatsuhiko Ito\uff0cKoji Ichii<\/u>\uff0cToru Tamaki\uff0cAutomatic damage detection system for road surface by using image analysis\uff0cProceedings of the fourth international conference on geotechnical engineering for disaster mitigation and rehabilitation (4th<\/sup> GEDMAR)\uff0cpp. 485-492, 2014.<\/li>\n
    26. Karin Yamada<\/u>, Mari Takamachi\uff0cKoji Ichii<\/u>\uff0cNondestructive examination for the equality of the specimens for liquefaction test\uff0c Proceedings of the fourth international conference on geotechnical engineering for disaster mitigation and rehabilitation (4th<\/sup> GEDMAR)\uff0cpp. 465-470, 2014.<\/li>\n
    27. Mari Takamachi<\/u>, Koji Ichii<\/u>, Keisuke Kitade, H.T. Chen, C.J. Lee, W.Y. Hung, Naoki Orai, Takashi Matsuno\uff0cMeasurement of the Earth Pressure in Centrifuge Tests ~Focusing on the Variation due to the Settlement~\uff0c Proceedings of the fourth international conference on geotechnical engineering for disaster mitigation and rehabilitation (4th<\/sup> GEDMAR)\uff0cpp. 359-366, 2014.<\/li>\n
    28. Naoki Orai<\/u>, Koji Ichii<\/u>, A study on seismic resistance evaluation methods for embankments with the consideration of the effect of rainfall, Proceedings of the 12th<\/sup> Korea\/Japan Joint seminar on Geotechnical Engineering, pp.167-173, 2013.<\/li>\n
    29. Mari Takamachi<\/u>, Koji Ichii<\/u>, Keisuke Kitade and Takashi Matsuno, Measurements of the variation in earth pressure of reclaimed land in centrifuge tests, Proceedings of the 12th<\/sup> Korea\/Japan Joint seminar on Geotechnical Engineering, pp.59-64, 2013.<\/li>\n
    30. Mayumi Kawano<\/u>, Koji Ichii<\/u>, Mari Takamachi, Ooki Kurihara, Mami Konishi, Ground health monitoring of a retaining wall using the microtremor measurements \u2013from field measurement\uff0d, Proceedings of the 12th<\/sup> Korea\/Japan Joint seminar on Geotechnical Engineering, pp.75-82, 2013.<\/li>\n
    31. Mari Takamachi<\/u>, Koji Ichii<\/u>, The effects of an alluvial clay layer on liquefaction-induced damage at a reclaimed land, The 12th<\/sup> international conference on civil and environmental engineering (12ICCEE), pp.272-277, 2013.<\/li>\n
    32. Ooki Kurihara<\/u>, Koji Ichii<\/u>, The real-time detection of pavement distress using image analysis, The 12th<\/sup> international conference on civil and environmental engineering (12ICCEE), pp.120-126, 2013<\/li>\n
    33. Naoki Orai<\/u>, Koji Ichii<\/u>, Shioho Ishii, A trial of simple and easy health monitoring for electric poles by using \u2018iPod\u2019, Proceedings of the 6th<\/sup> international conference on structural health monitoring of intelligent infrastructure, CD-ROM, 2013<\/li>\n
    34. Koji Ichii<\/u>, Keisuke Kitade, Mayumi Kawano, Ikuo Taguchi, Surface wave based method for health monitoring of a sheet pile quay wall, Proceedings of the 6th<\/sup> international conference on structural health monitoring of intelligent infrastructure, CD-ROM, 2013<\/li>\n
    35. Takashi Matsuno<\/u>, Koji Ichii<\/u>, The Influence of Loading Frequency on Deformation Properties of Sand under Cyclic Shear, Proceedings of 11th<\/sup> Japan\/Korea Joint Seminar on Geotechnical Engineering, Hiroshima, pp.84-90, 2012.<\/li>\n
    36. O. Kurihara<\/u>, K. Ichii<\/u>, K. Kitade, M. Kawano, M. Kadota, M. Konishi, M. Takamachi,I. Taguchi, Application of Surface Wave Exploration method to a Sheet Pile Quay Wall, Proceedings of 11th<\/sup> Japan\/Korea Joint Seminar on Geotechnical Engineering, Hiroshima, pp.224-229, 2012.<\/li>\n
    37. Naoki Orai<\/u>, Koji Ichii<\/u>, Development of Health Monitoring Method on the Foundation of Telephone Poles using Vibrations, Proceedings of International Conference on Civil and Environmental Engineering, ICCEE-2012, Higashi-Hiroshima, Japan, Aug.17-18, CD-ROM, 2012.<\/li>\n
    38. Mayumi Kawano<\/u>, Yohei Murakami, Koji Ichii<\/u>, Ground Health Monitoring Based on Variations in Shear Wave Velocity, Proceedings of International Conference on Civil and Environmental Engineering, ICCEE-2012, Higashi-Hiroshima, Japan, Aug.17-18, CD-ROM, 2012.<\/li>\n
    39. Kinoshita<\/u>,H., Ichii, K.<\/u>, Takahashi, Y. and Shinozaki, H.: Deformation Characteristics of Improved Ground by Sand Compaction Pile Method Using Iron and Steel Slag, Proc. of the International Conference on Geotechnical Engineering for Disaster Mitigation and Rehabilitation, Semarang, Indonesia, 2011.<\/li>\n
    40. Mikami, T.<\/u>, Ichii, K.<\/u>, Nishina, H. and Kitade, K.: Effect of Variation of the Determined Parameter on Numerical Analysis for Seismic Performance Evaluation, Proc. of the International Conference on Geotechnical Engineering for Disaster Mitigation and Rehabilitation, Semarang, Indonesia, 2011.<\/li>\n
    41. Yohei Murakami<\/u>, Koji Ichii<\/u>, Interval of Analysis in the Damage Evaluation of Expressway Embankments\uff0c10th 2011 International Conference on Civil and Environmental Engineering (ICCEE2011), 2011.<\/li>\n
    42. Reo Sumi<\/u>, Koji Ichii<\/u>, Quantitative Evaluation of the Difference in Estimated Seismic Ground Motions Using Microtremor Measurements\uff0c10th 2011 International Conference on Civil and Environmental Engineering (ICCEE2011), 2011.<\/li>\n
    43. Mitsunori Kadota<\/u>, Koji Ichii<\/u>, Experiment on the Applicability of SIFT-Based Image Analysis to Materials Used in Civil Engineering\uff0c10th 2011 International Conference on Civil and Environmental Engineering (ICCEE2011), 2011.<\/li>\n
    44. Takahashi, Y.<\/u>, Ichii, K.,<\/u> Uemura, K. and Nishina, H.: Experimental study on deformation characteristics of the improved ground by SCP using iron and steel slag, Advances in Civil and Environmental Engineering, ICCEE2010, CD-ROM, 2010.<\/li>\n
    45. Ichii, K.<\/u>: Reference earthquake motions in seismic design code, Proceedings of the 9th Japan\/Korea Joint Seminar on Geotechnical Engineering, Osaka University, pp.14-19, 2010.<\/li>\n
    46. Nishina, H.<\/u>, Ichii, K.<\/u>, Uemura, K. and Mikami, T.: Effective stress path of the liquefied ground toward steady state, Proceedings of the 9th Japan\/Korea Joint Seminar on Geotechnical Engineering, Osaka University, pp.48-51, 2010.<\/li>\n
    47. Mikami, T.<\/u>, Ichii, K.<\/u>, Iai, S., Ozutsumi, O., Nakahara, T. and Yokoyama, N.: Modeling of strain increase of liquefied soils in cyclic shear loading considering material characteristics\uff0cInternational Conference on Performance-Based Design in Earthquake Geotechnical Engineering \u2014 from case history to practice \u2014 (IS-Tokyo\u201909),June 15 – 18, Tsukuba, Japan, pp.1395-1402, 2009.<\/li>\n
    48. Fujii, N., Sawada, S., Iai, S., Ichii, K.<\/u>, Yokoyama, N., Ozutsumi, O., Nakahara, T. and Mizuno, K.: Model modification considering steady states for dynamic analysis with effective stress response, International Conference on Performance-Based Design in Earthquake Geotechnical Engineering \u2014 from case history to practice \u2014 (IS-Tokyo\u201909),June 15 – 18, Tsukuba, Japan, pp.1193-1198, 2009.<\/li>\n
    49. Uemura, K.<\/u>, Ichii, K.<\/u>, Mikami, T. and Ozutsumi, O.: Assessment of liquefaction potential against long duration shaking and its application, International Conference on Performance-Based Design in Earthquake Geotechnical Engineering \u2014 from case history to practice \u2014 (IS-Tokyo\u201909),June 15 – 18, Tsukuba, Japan, pp.1477-1482, 2009.<\/li>\n
    50. Ishida, H.<\/u>, Ichii, K.<\/u>, and Mishima, T.: Simplified modeling of wave absorbing concrete blocks for performance-based design, International Conference on Performance-Based Design in Earthquake Geotechnical Engineering \u2014 from case history to practice \u2014 (IS-Tokyo\u201909),June 15 – 18, Tsukuba, Japan, pp.607-612, 2009.<\/li>\n
    51. Kazuaki UEMURA<\/u> and Koji ICHII<\/u>\uff1aImproved Assessment of Liquefaction Potential against Earthquake Motions with Long Duration, International Conference on Civil and Environmental Engineering (ICCEE-2008), (CD-ROM), Japan, 2008.<\/li>\n
    52. Kazuaki UEMURA<\/u>, Koji ICHII<\/u> and Emi YOTSUJI\uff1aExperimental Study on the Anchor Method for Rubble Foundations of Quay Walls, Joint Workshop between Hiroshima Univ. and Thammasat Univ., pp.29-32, Thailand, 2009.<\/li>\n
    53. Ichii, K.<\/u>, Seto, N. and Kidera, H. : Characteristics of uplifting velocity of a buried pipe in liquefied ground, Geotechnical Earthquake Engineering and Soil Dynamics IV (GEESD IV), Sacrament, California, U.S., 2008.<\/li>\n
    54. Hanakawa, T.<\/u>, Kano, S., Sawamatsu, T. and Ichii, K.<\/u> : Applicability of newly-developed Instrument for microtremor measurements to estimate the loosened zone in shallow ground, Proceedings of the 2nd International conference on Geotechnical Engineering for disaster mitigation and rehabilitation (GEDMAR08), Nanjing, China, 2008.<\/li>\n
    55. Yamamoto, Y.<\/u> and Ichii, K.<\/u> : Evaluation of seismic induced relative displacement for container cranes on caisson walls, Proceedings of the 2nd International conference on Geotechnical Engineering for disaster mitigation and rehabilitation (GEDMAR08), Nanjing, China, 2008.<\/li>\n
    56. Ichii, K.<\/u>, Yamamoto, Y. and Shibasaki, R. : Evaluation of simultaneous failure probability for two quay walls in different sites considering the distance, Proceedings of the 14th\u00a0 World Conference on Earthquake Engineering, October 12-17, Beijing, China, 2008.<\/li>\n
    57. Koji Ichii<\/u>, Syunsuke Nara, Junischi Hironaka, Yasuhisa Takaba and Mitsuharu Fukuda: Application of soil stabilization technique and geo-grids to seismic retrofit of caisson walls, International Conference on Civil and Environmental Engineering 2006, Hiroshima University, pp.79-88, 2006.<\/li>\n
    58. Ichii, K.<\/u>, Susuki, Y., Hironaka, J., Terakawa, H., Shigehisa, S. and Fukuda, M.: Shake table tests for caisson-type quay walls retrofitted by geogrids, Proceedings of the 8th International Conference on Geosynthetics (8ICG), Yokohama, Japan, pp.879-882, 2006.<\/li>\n
    59. Miyata, Y., Ichii, K.<\/u>, Suzuki, Y., Hirai, T., Takaba, Y. and Fukuda, M.: Geosynthetics reinforcement for marine structure with soil stabilization, Proceedings of the 8th International Conference on Geosynthetics (8ICG), Yokohama, Japan, pp.883-886, 2006.<\/li>\n
    60. Fukuda, M., Ye, G.L., Ichii, K.<\/u>, Hironala, J. and Takaba, Y.: Numerical methods for estimating retrofit effect of SG-Wall method, Proceedings of the 8th International Conference on Geosynthetics (8ICG), Yokohama, Japan,\u00a0 pp.1371-1374, 2006.<\/li>\n
    61. Koji Ichii<\/u> and Matthew J. Donahue: Evaluation of sea dike settlement due to seismic shaking prior to tsunami attack, Solutions to Coastal Disasters 2005, ASCE, pp.616-629, 2005.<\/li>\n
    62. Yasuto TAKESHIMA, Shun-ichi SAWADA,Susumu IAI, Koji ICHII<\/u>, Osamu OZUTSUMI, Masaki ADACHI, Akira YOSHIDA, Takaaki IKEDA, and Natsuhiko OOTSUKA \u2018Modeling of drainage behavior for effective stress analysis by undrained condition\u2019, 13th World Conference on Earthquake Engineering, WCEE, Vancouver, No.3146, (CD-ROM), 2004.<\/li>\n
    63. Koji ICHII<\/u> \u2018Fragility curve for gravity-type quay walls based on effective stress analyses\u2019, 13th World Conference on Earthquake Engineering, WCEE, Vancouver, No.3040, (CD-ROM), 2004.<\/li>\n
    64. Koji ICHII<\/u> \u2018Application of risk density analysis for seismic design, a gravity-type quay wall case\u2019, Fourth International Conference on Computer Simulation in Risk Analysis and Hazard Mitigation, Risk Analysis IV, pp.41-50, 2004.<\/li>\n
    65. Keisuke KITADE, Yosuke KAWAMATA, Koji ICHII<\/u> and Susumu IAI \u2018Analysis of Laterally Loaded Pile Groups Using 2-D FEM\u2019 11th ICSDEE and 3rd ICEGE, Berkeley, (CD-ROM), 2004.<\/li>\n
    66. Koji ICHII<\/u>, Hiroaki OHMI \u2019Slope Stability of Cohesionless Material under Large Seismic Shakings\u2019 11th ICSDEE and 3rd ICEGE, Berkeley, (CD-ROM), 2004.<\/li>\n
    67. Koji ICHII<\/u> and Hiroaki OHMI \u2018Slope stability of cohesionless materials : Shaking Frequency effect\u2019, Skopje Earthquake 40 Years of European Earthquake Engineering, IZIIS, (CD-ROM), 2003.<\/li>\n
    68. Koji ICHII<\/u>, Susumu IAI, Yukihiro SATO, and Hanlong LIU \u2018Evaluation of the seismic performance of gravity type quay wall using effective stress analysis\u2019, 12WCEE, Auckland, New Zealand, (CD-ROM), 2000.<\/li>\n
    69. Koji ICHII<\/u>, Susumu IAI and Toshikazu MORITA \u2018Performance of the high seismic resistant quay wall\u2019, 2nd International Conference on Earthquake Geotechnical Engineering, Balkema, pp.347-352, 1999.<\/li>\n
    70. Susumu IAI, Koji ICHII<\/u>, Yukihiro SATO and Hanglong LIU \u2018Residual displacement of gravity quaywalls – Parameter study through effective stress analysis -\u2018, Proceedings of the Seventh U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Soil Liquefaction, MCEER-99-0019, pp.549-563, 1999.<\/li>\n
    71. Susumu IAI, Koji ICHII<\/u> and Yukihiro SATO \u2018Earthquake response analysis of a high embankment on an existing hill slope\u2019, 2nd International Conference on Earthquake Geotechnical Engineering, Balkema, pp.697-702, 1999.<\/li>\n
    72. Koji ICHII<\/u>, Susumu IAI \u2018The effects of irregular subsoil layer geometry on liquefaction prediction\u2019, Proceedings of the second international symposium on the effects of surface geology on seismic motion, Balkema, pp.815-822, 1998.<\/li>\n
    73. Susumu IAI, Koji ICHII<\/u> \u2018Performance based design for port structures\u2019, The 30th joint meeting of U.S.-Japan panel on wind and seismic effects\uff08UJNR\uff09, 1998.<\/li>\n
    74. Susumu IAI, Koji ICHI<\/u>I, Toshikazu MORITA and Masafumi MIYATA \u2018Seismic performance of caisson walls on loose saturated sand foundation\u2019, Proceedings of the forteenth international conference on soil mechanics and foundation engineering, Balkema, pp.987-990, 1997.<\/li>\n
    75. Hanlong LIU, Koji ICHII<\/u>, Toshikazu MORITA, Susumu IAI \u2018Analysis of deformation to the Kobe Ohashi bridge foundation\u2019, Geotechnical Engineering in Recovery form Urban Earthquake Disaster, KIG-Forum ’97, pp.189-198, 1997.<\/li>\n
    76. Hanlong LIU, Susumu IAI, Toshikazu MORITA and Koji ICHII<\/u> \u2018Deformation of Kobe Ohashi bridge foundation caused by 1995 Great Hanshin earthquake\u2019, Japan, Proceedings of the 29th joint meeting of U.S.-Japan panel on wind and seismic effects\uff08UJNR\uff09,pp.189-201, 1997.<\/li>\n
    77. Susumu IAI, Takahiro SUGANO, Toshikazu MORITA and Koji ICHII<\/u> \u2018Seismic performance of quay walls -Kobe Earthquake-\u2018, Earthquake criteria workshop, PHRI\/U.C. Berkeley, pp.1-29, 1997.<\/li>\n
    78. Atsushi NOZU, Tatsuo UWABE, Yukihiro SATO, Susumu IAI, and Koji ICHII<\/u> \u2018Attenuation relations for peak ground motions on base layer in Japan\u2019, Earthquake criteria workshop, PHRI\/U.C. Berkeley, pp.118-135, 1997.<\/li>\n
    79. Susumu IAI, Koji ICHII<\/u> and Toshikazu MORITA \u2018Evaluating ground displacement behind bulkheads\u2019, Proceedings of the Sixth JAPAN-U.S. Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Soil Liquefaction, NCEER, NCEER-96-0012, pp.629-638, 1996.<\/li>\n
    80. Susumu IAI, Toshikazu MORITA, and Koji ICHII<\/u> \u2018Analysis of damage to quay walls during 1995 Great Hanshin earthquake, Japan\u2019, 11WCEE, Acapulco, Mexico, (CD-ROM), 1996.<\/li>\n
    81. Susumu IAI, Toshikazu MORITA and Koji ICHII<\/u> \u2018Lessons lerned from the performance of caisson type quay walls at 1995 Great Hanshin earthquake\u2019, 11WCEE, Acapulco, Mexico, (CD-ROM), 1996.<\/li>\n
    82. Susumu IAI, Takahiro SUGANO, Koji ICHII<\/u>, Toshikazu MORITA, Hirofumi INAGAKI and Takamasa INATOMI \u2018The Performance of caisson type quay walls\u2019, The 1995 Hyogoken-nanbu earthquake – Investigation into damage to civil engineering structures-, JSCE, pp.181-207, 1996.<\/li>\n
    83. Koji ICHII<\/u>, Masafumi MIYATA and Susumu IAI \u2018Summary on nonlinear site amplification factor\u2019, Proceedings of the International workshop on site response, Port and Harbour Research Institute, Japan, pp.5-22, 1996.<\/li>\n
    84. Tadanobu SATO and Koji ICHII<\/u> \u2018Optimization of post-earthquake restoration of lifeline networks using genetic algorithms\u2019, Proceedings the Sixth U.S.-JAPAN Workshop on Earthquake Disaster Prevention for Lifeline Systems, UJNR, pp.235-250, 1995.<\/li>\n<\/ol>\n

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