{"id":339,"date":"2017-09-08T12:42:19","date_gmt":"2017-09-08T03:42:19","guid":{"rendered":"http:\/\/labs.eng.hokudai.ac.jp\/labo\/emr\/?page_id=339"},"modified":"2024-04-10T13:46:36","modified_gmt":"2024-04-10T04:46:36","slug":"2010-2","status":"publish","type":"page","link":"https:\/\/c-mng.cwh.hokudai.ac.jp\/emr.eng\/Root\/paper\/2010-2.html","title":{"rendered":"2010\u5e74\u5ea6"},"content":{"rendered":"

\u8ad6\u6587
\n1)\u679a\u7530\u3000\u5065\uff0c\u540d\u548c\u8c4a\u6625\uff1a\u30dd\u30ea\u30ab\u30eb\u30dc\u30f3\u9178\u7cfb\u9ad8\u6027\u80fdAE\u6e1b\u6c34\u5264\u306e\u6c17\u6ce1\u306b\u3064\u3044\u3066\u3001\u65e5\u672c\u5efa\u7bc9\u5b66\u4f1a\u69cb\u9020\u7cfb\u8ad6\u6587\u96c6\u3001NO.648\u3000pp.231-240\u30002010\u5e742\u6708
\n2)\u6e4a\u5927\u8f14\u3001\u5e73\u6c96\u654f\u6587\u3001\u540d\u548c\u8c4a\u6625\uff1a\u30bb\u30e1\u30f3\u30c8\u786c\u5316\u4f53\u5185\u6c34\u5206\u5b50\u306e\u904b\u52d5\u6027\u306e\u52d5\u7684\u5b58\u5728\u72b6\u614b\uff1a\uff12HNMR\u306b\u3088\u308b\u7814\u7a76\u3001\u30bb\u30e1\u30f3\u30c8\u30fb\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u8ad6\u6587\u96c6\u3001No.63\u3001pp.28-34\u30012009
\n3)\u5ddd\u4e0a\u535a\u884c\u3001\u540d\u548c\u8c4a\u6625\u3001\u80e1\u6843\u6fa4\u6e05\u6587\u3001\u6e4a\u5927\u8f14\uff1aXRD\u30ea\u30fc\u30c8\u30d9\u30eb\u30c8\u6cd5\u3092\u9069\u7528\u3057\u305f\u30d3\u30fc\u30e9\u30a4\u30c8\u306e\u6c34\u548c\u53cd\u5fdc\u89e3\u6790\u3001\u30bb\u30e1\u30f3\u30c8\u30fb\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u8ad6\u6587\u96c6\u3001No.63\u3001pp.35-42\u30012009
\n4)\u5c0f\u5ddd \u79c0\u592b, \u540d\u548c \u8c4a\u6625, \u5927\u77e2 \u5609\u6d25; \u201c\u518d\u751f\u7d30\u9aa8\u6750\u306e\u30ad\u30e3\u30e9\u30af\u30bf\u30ea\u30fc\u30bc\u30fc\u30b7\u30e7\u30f3\u201d, \u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6\uff25, Vol. 66, No. 1,pp.107-118, (2010)
\n5)\u4f50\u5ddd\u5b5d\u5e83\u3001\u540d\u548c\u8c4a\u6625\uff1a\u30dd\u30eb\u30c8\u30e9\u30f3\u30c9\u30bb\u30e1\u30f3\u30c8\uff0d\u9ad8\u7089\u30b9\u30e9\u30b0\u7cfb\u306e\u6c34\u548c\u53cd\u5fdc\uff0d\u5fae\u7d30\u69cb\u9020\u5f62\u6210\u3068\u4e7e\u71e5\u53ce\u7e2e\u3001\u65e5\u672c\u5efa\u7bc9\u5b66\u4f1a\u69cb\u9020\u7cfb\u8ad6\u6587\u96c6\u3001NO.652\u3000pp.1029-1038\u30002010\u5e746\u6708
\n6)\u6c38\u4e95 \u5b66\u5fd7, \u6c60\u7530 \u7fd4\u592a, \u80e1\u6843\u6fa4 \u6e05\u6587:\u786c\u5316\u30bb\u30e1\u30f3\u30c8\u30da\u30fc\u30b9\u30c8\u306e\u5727\u7e2e\u5f37\u5ea6\u8a55\u4fa1\u306b\u5bfe\u3059\u308b\u975e\u7dda\u5f62\u30dc\u30af\u30bb\u30eb\u6709\u9650\u8981\u7d20\u89e3\u6cd5\u3068\u305d\u306e\u9069\u7528\u53ef\u80fd\u6027,\u65e5\u672c\u8a08\u7b97\u5de5\u5b66\u4f1a\u8ad6\u6587\u96c6\u300120100012\u30012010
\n7)Y. Elakneswaran, A. Iwasa, T. Nawa, T. Sato, K. Kurumisawa:Ion-cement hydrate interactions govern multi-ionic transport model for cementitious materials,Cement and concrete research,Vol.40,pp.1756-1765 (2010)
\n8)\u4f50\u5ddd \u5b5d\u5e83, \u77f3\u7530 \u54f2\u4e5f, Yao LUAN, \u540d\u548c \u8c4a\u6625; \u9ad8\u7089\u30bb\u30e1\u30f3\u30c8\u306e\u6c34\u548c\u7269\u7d44\u6210\u5206\u6790\u3068\u7a7a\u9699\u69cb\u9020\u7279\u6027, \u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6\uff25, Vol. 66, No. 1,pp.311-324, (2010)
\n9)\u9060\u85e4 \u88d5\u4e08, \u7530\u53e3 \u53f2\u96c4, \u540d\u548c \u8c4a\u6625; \u30b9\u30b1\u30fc\u30ea\u30f3\u30b0\u306e\u9032\u884c\u6027\u306b\u53ca\u307c\u3059\u51cd\u7d50\u878d\u89e3\u3092\u53d7\u3051\u308b\u307e\u3067\u306e\u671f\u9593\u306e\u66b4\u9732\u74b0\u5883\u306e\u5f71\u97ff, \u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6\uff25, Vol. 66, No. 1,pp.348-365, (2010)
\n\u535a\u58eb\u8ad6\u6587
\n\u30fb\u9060\u85e4\u88d5\u4e08 \u51cd\u7d50\u878d\u89e3\u3068\u5869\u5316\u7269\u306e\u8907\u5408\u4f5c\u7528\u306b\u3088\u308b\u30b9\u30b1\u30fc\u30ea\u30f3\u30b0\u306b\u5bfe\u3059\u308b\u8010\u4e45\u6027\u8a2d\u8a08\u6cd5\u306b\u95a2\u3059\u308b\u7814\u7a76
\n\u30fb\u6e4a\u5927\u8f14\u3000\u30bb\u30e1\u30f3\u30c8\u786c\u5316\u904e\u7a0b\u3067\u5f62\u6210\u3055\u308c\u308b\u30ab\u30eb\u30b7\u30a6\u30e0\u30b7\u30ea\u30b1\u30fc\u30c8\u6c34\u548c\u7269\u306e\u7d44\u6210\u53ca\u3073\u7a7a\u9699\u69cb\u9020\u5f62\u6210\u306b\u95a2\u3059\u308b\u7814\u7a76
\n\u4fee\u58eb\u8ad6\u6587
\n\u30fb\u4e95\u51fa\u3000\u8cb4\u4e4b \u8d85\u9ad8\u5f37\u5ea6\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u306e\u529b\u5b66\u7684\u6027\u72b6\u306b\u53ca\u307c\u3059\u9aa8\u6750\u306e\u5f71\u97ff
\nEffect of coarse aggregate on mechanical properties of ultra-high strength concrete
\n\u30fb\u5f8c\u85e4\u3000\u5353 \u30d5\u30e9\u30af\u30bf\u30eb\u51dd\u96c6\u30e2\u30c7\u30eb\u306b\u57fa\u3065\u304f\u30b5\u30b9\u30da\u30f3\u30b8\u30e7\u30f3\u306e\u30ec\u30aa\u30ed\u30b8\u30fc\u6319\u52d5\u306e\u4e88\u6e2c
\nPrediction for rheological behavior of concentrated suspension based on fractal aggregate model considering shear coagulation and fragmentation
\n\u30fb\u6c38\u8c37\u3000\u4f73\u4e4b \u30b5\u30fc\u30e2\u30dd\u30ed\u30e1\u30c8\u30ea\u30fc\u3092\u7528\u3044\u305f\u30bb\u30e1\u30f3\u30c8\u786c\u5316\u4f53\u306b\u304a\u3051\u308b\u7d30\u5b54\u69cb\u9020\u306e\u5b9a\u91cf\u5316
\nPore structure of hardened cement paste determined by thermoporometry
\n\u30fb\u798f\u5cf6\u3000\u6d69\u6a39 \u71b1\u529b\u5b66\u30a2\u30d7\u30ed\u30fc\u30c1\u306b\u3088\u308b\u30bb\u30e1\u30f3\u30c8\u786c\u5316\u4f53\u306e\u4e7e\u71e5\u53ce\u7e2e\u30e2\u30c7\u30eb\u306e\u69cb\u7bc9
\nThermodynamics approach to modeling of drying shrinkage for hardened cement paste
\n\u5352\u696d\u8ad6\u6587
\n\u30fb\u8fd1\u85e4\u3000\u4f38\u54c9 3D\u30a4\u30e1\u30fc\u30b8\u30f3\u30b0\u624b\u6cd5\u3092\u7528\u3044\u305f\u30bb\u30e1\u30f3\u30c8\u786c\u5316\u4f53\u306e\u8d85\u9577\u671f\u5f37\u5ea6\u4e88\u6e2c\u30e2\u30c7\u30eb
\nThe super long-term strength prediction model of cement based materials used by three-dimensional imaging technique
\n\u30fb\u4e2d\u6751\u3000\u77e5\u5e83 \u71b1\u529b\u5b66\u7684\u30a2\u30d7\u30ed\u30fc\u30c1\u306b\u3088\u308b\u786c\u5316\u30bb\u30e1\u30f3\u30c8\u30da\u30fc\u30b9\u30c8\u306e\u6c34\u84b8\u6c17\u5438\u8131\u7740\u30e2\u30c7\u30eb
\nThermodynamic approach to modeling of adsorption\/desorption isotherm of H2O for hardened cement paste
\n\u30fb\u9ed2\u6fa4\u3000\u5229\u4ec1 \u30bb\u30e1\u30f3\u30c8\u786c\u5316\u4f53\u4e2d\u306eC-S-H\u306e\u69cb\u9020\u5909\u5316\u306b\u53ca\u307c\u3059\u5916\u7684\u8981\u56e0\u306e\u5f71\u97ff\uff0d\u4e7e\u6e7f\u7e70\u308a\u8fd4\u3057\u304a\u3088\u3073\u51cd\u7d50\u878d\u89e3\u4f5c\u7528\u306b\u3064\u3044\u3066\uff0d
\nNano-structural changes of C-S-H in hardened cement paste under various environments: Effects of drying-wetting and freezing-thawing actions
\n\u30fb\u68ee\u7530\u3000\u5927\u5fd7 \u30ec\u30aa\u30ed\u30b8\u30fc\u7684\u30a2\u30d7\u30ed\u30fc\u30c1\u306b\u3088\u308b\u5206\u6563\u5264\u306b\u3088\u308b\u5438\u7740\u5c64\u539a\u3055\u306e\u63a8\u5b9a
\nRheological approach to prediction of thickness of layer of polymer dispersant absorbed on suspended particle
\n\u30fb\u5de5\u85e4\u3000\u559c\u4f5c \u754c\u9762\u6027\u72b6\u306b\u57fa\u3065\u304fC-S-H\u306e\u8868\u9762SiOH\u57fa\u5bc6\u5ea6\u306e\u63a8\u5b9a
\nInterfacial study on the prediction of silanol site density of C-S-H
\n\u30fb\u9ad8\u6a4b\u3000\u771e\u5175 \u5ec3\u68c4\u7269\u5229\u7528\u306e\u4fc3\u9032\u3092\u76ee\u6307\u3057\u305f\u30bb\u30e1\u30f3\u30c8\u306e\u958b\u767a\u306b\u95a2\u3059\u308b\u57fa\u790e\u7684\u7814\u7a76 \uff0d\u30a2\u30eb\u30df\u30cd\u30fc\u30c8\u76f8\u306e\u6c34\u548c\u53cd\u5fdc\u89e3\u6790\uff0d
\nFundamental study on development of cement for promotion of use of waste -Hydration reaction analysis of tricalcium aluminate phase-<\/p>\n

\u305d\u306e\u4ed6\u767a\u8868\uff09
\n1)\u5ca9\u6d45\u745b\u5927\u3001\u798f\u5cf6\u6d69\u6a39\u3001Y.Elakneshwaran\u3001\u540d\u548c\u8c4a\u6625\uff1a\u6df7\u548c\u6750\u6df7\u5408\u30bb\u30e1\u30f3\u30c8\u786c\u5316\u4f53\u306b\u304a\u3051\u308b\u5869\u5316\u7269\u30a4\u30aa\u30f3\u306e\u7269\u7406\u5438\u7740\u30e2\u30c7\u30eb\u3001\u7b2c64\u56de\u30bb\u30e1\u30f3\u30c8\u6280\u8853\u5927\u4f1a\u8b1b\u6f14\u8981\u65e8\u3001pp.12-13\u30012010
\n2)\u9752\u5c71\u7422\u4eba\u3001\u80e1\u6843\u6fa4\u6e05\u6587\u3001\u4e0a\u7530\u6643\u55e3\u3001\u540d\u548c\u8c4a\u6625\uff1a\u30bb\u30e1\u30f3\u30c8\u786c\u5316\u4f53\u306e\u81ea\u5df1\u76f8\u95a2\u95a2\u6570\u3068\u30d5\u30e9\u30af\u30bf\u30eb\u6b21\u5143\u3001\u7b2c64\u56de\u30bb\u30e1\u30f3\u30c8\u6280\u8853\u5927\u4f1a\u8b1b\u6f14\u8981\u65e8\u3001pp.112-113\u30012010
\n3)\u670d\u90e8\u5ec9\u592a\u3001\u6e4a\u5927\u8f14\u3001\u5f8c\u85e4\u5353\u3001\u540d\u548c\u8c4a\u6625\uff1aC-S-H\u306e\u69cb\u9020\u5f62\u6210\u6319\u52d5\u306b\u95a2\u3059\u308b\u57fa\u790e\u7684\u7814\u7a76\u3001\u7b2c64\u56de\u30bb\u30e1\u30f3\u30c8\u6280\u8853\u5927\u4f1a\u8b1b\u6f14\u8981\u65e8\u3001pp.116-117\u30012010
\n4)\u798f\u5cf6\u6d69\u6a39\u3001\u77f3\u68ee\u6b63\u4fca\u3001\u80e1\u6843\u6fa4\u6e05\u6587\u3001\u540d\u548c\u8c4a\u6625\uff1a\u4e7e\u6e7f\u7e70\u308a\u8fd4\u3057\u306b\u3088\u308b\u30bb\u30e1\u30f3\u30c8\u786c\u5316\u4f53\u306e\u53ce\u7e2e\u30fb\u81a8\u5f35\u6319\u52d5 \u3001\u7b2c64\u56de\u30bb\u30e1\u30f3\u30c8\u6280\u8853\u5927\u4f1a\u8b1b\u6f14\u8981\u65e8\u3001pp.36-37\u30012010
\n5)\u4f0a\u85e4\u54f2\u3001\u5f8c\u85e4\u5353\u3001\u6e4a\u5927\u8f14\u3001\u540d\u548c\u8c4a\u6625\uff1a\u30a8\u30c8\u30ea\u30f3\u30ac\u30a4\u30c8\u306e\u9045\u5ef6\u751f\u6210\u306b\u3088\u308b\u81a8\u5f35\u30e1\u30ab\u30cb\u30ba\u30e0\u306b\u95a2\u3059\u308b\u5b9f\u9a13\u7684\u7814\u7a76\u3001\u7b2c64\u56de\u30bb\u30e1\u30f3\u30c8\u6280\u8853\u5927\u4f1a\u8b1b\u6f14\u8981\u65e8\u3001pp.144-145\u30012010
\n6)\u5f8c\u85e4\u5353\u3001\u5cf6\u7fd4\u4e00\u3001\u540d\u548c\u8c4a\u6625\uff1a\u9ad8\u6fc3\u5ea6\u5206\u6563\u7cfb\u306e\u6d41\u52d5\u6027\u306b\u304a\u3051\u308b\u305b\u3093\u65ad\u5c65\u6b74\u6319\u52d5\u306b\u95a2\u3059\u308b\u7814\u7a76\u3001\u7b2c64\u56de\u30bb\u30e1\u30f3\u30c8\u6280\u8853\u5927\u4f1a\u8b1b\u6f14\u8981\u65e8\u3001pp.276-277\u30012010
\n7)\u80e1\u6843\u6fa4\u6e05\u6587\u3001\u540d\u548c\u8c4a\u6625\uff1aReconstructing three-dimensional spatial model of blended cement pastes by using backscattered electron image\u3001\u7b2c64\u56de\u30bb\u30e1\u30f3\u30c8\u6280\u8853\u5927\u4f1a\u8b1b\u6f14\u8981\u65e8\u3001pp.24-25\u30012010
\n8)\u6e4a\u5927\u8f14\u3001\u5e73\u6c96\u654f\u6587\u3001\u5f8c\u85e4\u5353\u3001\u540d\u548c\u8c4a\u6625\uff1a\uff12H\u3000NMR\u3068DSC\u306b\u3088\u308b\u30bb\u30e1\u30f3\u30c8\u786c\u5316\u4f53\u5185\u6c34\u5206\u306e\u52d5\u7684\u5b58\u5728\u72b6\u614b\u306e\u6e2c\u5b9a\u3001\u7b2c64\u56de\u30bb\u30e1\u30f3\u30c8\u6280\u8853\u5927\u4f1a\u8b1b\u6f14\u8981\u65e8\u3001pp.244-245\u30012010
\n9)\u5c71\u672c\u6e96\u7d00\u3001\u5ddd\u4e0a\u535a\u884c\u3001\u540d\u548c\u8c4a\u6625\u3001\u897f\u7530\u6717\uff1a\u30d5\u30e9\u30a4\u30a2\u30c3\u30b7\u30e5\u30e2\u30eb\u30bf\u30eb\u4e2d\u306e\u30d5\u30e9\u30a4\u30a2\u30c3\u30b7\u30e5\u91cf\u306e\u63a8\u5b9a\u3001\u7b2c64\u56de\u30bb\u30e1\u30f3\u30c8\u6280\u8853\u5927\u4f1a\u8b1b\u6f14\u8981\u65e8\u3001pp.246-247\u30012010
\n10)\u6b63\u9577\u771e\u7406\u3001\u798f\u539f\u5e83\u4e8c\u3001\u540d\u548c\u8c4a\u6625\uff1a\u9ad8\u7089\u30bb\u30e1\u30f3\u30c8\u3092\u4f7f\u7528\u3057\u305f\u30e2\u30eb\u30bf\u30eb\u30fb\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u3078\u306e\u65b0\u898f\u53ce\u7e2e\u4f4e\u6e1b\u5264\u306e\u9069\u7528\u3001\u7b2c64\u56de\u30bb\u30e1\u30f3\u30c8\u6280\u8853\u5927\u4f1a\u8b1b\u6f14\u8981\u65e8\u3001pp.50-51\u30012010
\n11)\u4f50\u5ddd\u5b5d\u5e83\u3001\u540d\u548c\u8c4a\u6625\uff1aQuantitative determination of blast furnace slag content in cement by novel heat-treated XRD\/Rietveld method\u3001\u7b2c64\u56de\u30bb\u30e1\u30f3\u30c8\u6280\u8853\u5927\u4f1a\u8b1b\u6f14\u8981\u65e8\u3001pp.240-241\u30012010
\n12)\u9752\u5c71\u7422\u4eba\u3001\u80e1\u6843\u6fa4\u6e05\u6587\u3001\u540d\u548c\u8c4a\u6625\uff1aCa\u6eb6\u8131\u3092\u8003\u616e\u3057\u305f\u30bb\u30e1\u30f3\u30c8\u786c\u5316\u4f53\u306e\u5869\u5316\u7269\u30a4\u30aa\u30f3\u62e1\u6563\u4e88\u6e2c\u3001\u5e73\u6210\uff12\uff12\u5e74\u5ea6\u8cc7\u6e90\u30fb\u7d20\u6750\u5b66\u4f1a\u5927\u4f1a\u5317\u6d77\u9053\u6625\u5b63\u8b1b\u6f14\u8981\u65e8\u96c6\u3001pp.47-48\u30012010
\n13)\u897f\u7950\u5b9c\u3001\u6a4b\u722a\u9032\u3001\u540d\u548c\u8c4a\u6625\uff1a\u51cd\u7d50\u878d\u89e3\u62b5\u6297\u6027\u3092\u6539\u5584\u3057\u305f\u53ce\u7e2e\u4f4e\u6e1b\u5264\u306e\u958b\u767a\u3001\u65e5\u672c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u5de5\u5b66\u5e74\u6b21\u8ad6\u6587\u96c6\u30012010
\n14)\u4f50\u5ddd\u5b5d\u5e83\u3001\u540d\u548c\u8c4a\u6625\uff1aX\u7dda\u56de\u6298\u30ea\u30fc\u30c8\u30d9\u30eb\u30c8\u6cd5\u306b\u3088\u308b\u9ad8\u7089\u30b9\u30e9\u30b0\u91cf\u306e\u5b9a\u91cf\u8a55\u4fa1\u3001\u65e5\u672c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u5de5\u5b66\u5e74\u6b21\u8ad6\u6587\u96c6\u30012010
\n15)\u540d\u548c\u8c4a\u6625\u3001\u5c71\u672c\u6e96\u7d00\u3001\u5f8c\u85e4\u5353\u3001\u897f\u7530\u6717\uff1a\u30d5\u30e9\u30a4\u30a2\u30c3\u30b7\u30e5\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u4e2d\u306e\u30d5\u30e9\u30a4\u30a2\u30c3\u30b7\u30e5\u91cf\u306e\u63a8\u5b9a\u3001\u6df7\u548c\u6750\u3092\u4f7f\u7528\u3057\u305f\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u306e\u7269\u6027\u5909\u5316\u3068\u6027\u80fd\u8a55\u4fa1\u5c0f\u59d4\u54e1\u4f1a\u30b7\u30f3\u30dd\u30b8\u30a6\u30e0\u8ad6\u6587\u96c6\u3001\u3001pp.455-462\u30012010
\n16)\u4f50\u5ddd\u5b5d\u5e83\u3001\u540d\u548c\u8c4a\u6625\uff1a\u30dd\u30eb\u30c8\u30e9\u30f3\u30c9\u30bb\u30e1\u30f3\u30c8\u30fc\u9ad8\u7089\u30b9\u30e9\u30b0\u5fae\u7c89\u672b\u7cfb\u306e\u6c34\u548c\u53cd\u5fdc\u3068\u7a7a\u9699\u69cb\u9020\u7279\u6027\u3001\u6df7\u548c\u6750\u3092\u4f7f\u7528\u3057\u305f\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u306e\u7269\u6027\u5909\u5316\u3068\u6027\u80fd\u8a55\u4fa1\u5c0f\u59d4\u54e1\u4f1a\u30b7\u30f3\u30dd\u30b8\u30a6\u30e0\u8ad6\u6587\u96c6\u3001pp.351-358\u30012010
\n17)Y.Luan, T.Ishida, T.Sagawa, T.Nawa:ENhansed microstructure model and simulation on behaviors of blast furnace slag concrete, \u6df7\u548c\u6750\u3092\u4f7f\u7528\u3057\u305f\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u306e\u7269\u6027\u5909\u5316\u3068\u6027\u80fd\u8a55\u4fa1\u5c0f\u59d4\u54e1\u4f1a\u30b7\u30f3\u30dd\u30b8\u30a6\u30e0\u8ad6\u6587\u96c6\u3001No.2\u3001pp.359-364\u30012010
\n18)\u6b63\u9577\u771e\u7406\u3001\u798f\u539f\u5e83\u4e8c\u3001\u540d\u548c\u8c4a\u6625\uff1a\u65b0\u898f\u53ce\u7e2e\u4f4e\u6e1b\u5264\u3001\u6df7\u548c\u6750\u3092\u4f7f\u7528\u3057\u305f\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u306e\u7269\u6027\u5909\u5316\u3068\u6027\u80fd\u8a55\u4fa1\u5c0f\u59d4\u54e1\u4f1a\u30b7\u30f3\u30dd\u30b8\u30a6\u30e0\u8ad6\u6587\u96c6\u3001No.2\u3001pp.393-400\u30012010
\n19)\u6a4b\u722a\u9032\u3001\u897f\u7950\u5b9c\u3001\u540d\u548c\u8c4a\u6625:\u62d8\u675f\u30ea\u30f3\u30b0\u8a66\u9a13\u306b\u3088\u308b\u53ce\u7e2e\u4f4e\u6e1b\u5264\u306e\u3072\u3073\u5272\u308c\u62b5\u6297\u6027\u8a55\u4fa1\u3000\u305d\u306e\uff11\uff1a\u62d8\u675f\u30ea\u30f3\u30b0\u8a66\u9a13\u306e\u6982\u8981\u3001\u65e5\u672c\u5efa\u7bc9\u5b66\u4f1a\u5b66\u8853\u8b1b\u6f14\u6897\u6982\u96c6\u30012010\u5e74\uff0cA-1\u5206\u518a\uff0cpp.949-950
\n20)\u897f\u7950\u5b9c\u3001\u6a4b\u722a\u9032\u3001\u540d\u548c\u8c4a\u6625:\u62d8\u675f\u30ea\u30f3\u30b0\u8a66\u9a13\u306b\u3088\u308b\u53ce\u7e2e\u4f4e\u6e1b\u5264\u306e\u3072\u3073\u5272\u308c\u62b5\u6297\u6027\u8a55\u4fa1\u3000\u305d\u306e2\uff1a\u529b\u5b66\u7279\u6027\u3068\u3072\u3073\u5272\u308c\u306b\u95a2\u3059\u308b\u8003\u5bdf\u3001\u65e5\u672c\u5efa\u7bc9\u5b66\u4f1a\u5b66\u8853\u8b1b\u6f14\u6897\u6982\u96c6\u30012010\u5e74\uff0cA-1\u5206\u518a\uff0cpp.951-952
\n21)\u80e1\u6843\u6fa4\u6e05\u6587\u3001\u540d\u548c\u8c4a\u6625\uff1a\u53cd\u5c04\u96fb\u5b50\u50cf\u3068\u6c34\u9280\u5727\u5165\u6cd5\u306b\u3088\u308b\u30bb\u30e1\u30f3\u30c8\u786c\u5316\u4f53\u306e\u7a7a\u9699\u69cb\u9020\u6e2c\u5b9a\u3001\u65e5\u672c\u5efa\u7bc9\u5b66\u4f1a\u5b66\u8853\u8b1b\u6f14\u6897\u6982\u96c6\u30012010\u5e74\uff0cA-1\u5206\u518a\uff0cpp.1273-1274
\n22)Yogarajah Elakneswaran, Toyoharu Nawa, Kiyofumi Kurumisawa, Tsutom Sato:Modelling of multi ? ion transport in cementitious materials coupled with surface complexation and phase equilibrium reactions,CONMOD’2010,Switzerland,2010\u5e746\u670822\uff5e25\u65e5
\n23)\u6e4a\u5927\u8f14, \u5e73\u6c96\u654f\u6587, \u540d\u548c\u8c4a\u6625, \u5f8c\u85e4\u5353:2H NMR \u306b\u3088\u308b\u30bb\u30e1\u30f3\u30c8\u7cfb\u6750\u6599\u4e2d\u306e\u5fae\u7d30\u5b54\u6c34\u5206\u306e\u52d5\u7684\u5b58\u5728\u72b6\u614b\u306e\u6e2c\u5b9a,\u65e5\u672c\u539f\u5b50\u529b\u5b66\u4f1a\u4e88\u7a3f\u96c6\u30012010.9
\n24)Yogarajah Elakneswaran,Toyoharu Nawa, Tsutomu Sato, Kiyofumi Kurumisawa,Akihito Iwasa\uff1a Modeling of multi-ionic diffusion in concrete\/bentonite materials\u3001\u65e5\u672c\u539f\u5b50\u529b\u5b66\u4f1a\u4e88\u7a3f\u96c6\u30012010.9
\n25)\u6c38\u4e95\u5b66\u5fd7,\u80e1\u6843\u6fa4\u6e05\u6587:\u30bb\u30e1\u30f3\u30c8\u30da\u30fc\u30b9\u30c8\u786c\u5316\u4f53\u306e\u30a4\u30e1\u30fc\u30b8\u30d9\u30fc\u30b9\u5727\u7e2e\u5f37\u5ea6\u89e3\u6790,\u65e5\u672c\u6a5f\u68b0\u5b66\u4f1a 2010\u5e74\u5ea6\u5e74\u6b21\u5927\u4f1a
\n26)\u718a\u672c\u3000\u5149\u5f18,\u4e2d\u5ddd\u3000\u597d\u6b63,\u897f\u3000\u7950\u5b9c,\u540d\u548c\u3000\u8c4a\u6625:\u62d8\u675f\u30ea\u30f3\u30b0\u8a66\u9a13\u306b\u3088\u308b\u53ce\u7e2e\u4f4e\u6e1b\u5264\u306e\u3072\u3073\u5272\u308c\u62b5\u6297\u6027\u8a55\u4fa1\u305d \u306e1\u3000\u62d8\u675f\u30ea\u30f3\u30b0\u8a66\u9a13\u3067\u306e\u53ce\u7e2e\u4f4e\u6e1b\u5264\u306e\u8a55\u4fa1\u3001\u7b2c65\u56de\u571f\u6728\u5b66\u4f1a\u5b66\u8853\u8b1b\u6f14\u4f1a\u30012010.9
\n27)\u5c0f\u5ddd\u3000\u79c0\u592b,\u540d\u548c\u3000\u8c4a\u6625,\u5927\u77e2\u3000\u5609\u6d25\uff1a\u518d\u751f\u7d30\u9aa8\u6750\u306e\u7c92\u306e\u5e7e\u4f55\u5b66\u7684\u7279\u6027\u8a55\u4fa1\u3001\u7b2c65\u56de\u571f\u6728\u5b66\u4f1a\u5b66\u8853\u8b1b\u6f14\u4f1a\u30012010.9
\n28\uff09\u897f\u3000\u7950\u5b9c,\u4e2d\u5ddd\u3000\u597d\u6b63,\u718a\u672c\u3000\u5149\u5f18,\u540d\u548c\u3000\u8c4a\u6625\uff1a\u51cd\u7d50\u878d\u89e3\u62b5\u6297\u6027\u3092\u5411\u4e0a\u3057\u305f\u53ce\u7e2e\u4f4e\u6e1b\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u306e\u6027\u8cea\u3001\u7b2c65\u56de\u571f\u6728\u5b66\u4f1a\u5b66\u8853\u8b1b\u6f14\u4f1a\u30012010.9
\n29\uff09\u4f50\u5ddd\u3000\u5b5d\u5e83,\u540d\u548c\u3000\u8c4a\u6625\uff1a\u9ad8\u7089\u30bb\u30e1\u30f3\u30c8\u306e\u6c34\u548c\u53cd\u5fdc\u3068\u30ab\u30eb\u30b7\u30a6\u30e0\u30a2\u30eb\u30df\u30cd\u30fc\u30c8\u7cfb\u6c34\u548c\u7269\u304a\u3088\u3073\u30cf\u30a4\u30c9\u30ed\u30bf\u30eb\u30b5\u30a4\u30c8\u306e\u751f\u6210\u3001\u7b2c65\u56de\u571f\u6728\u5b66\u4f1a\u5b66\u8853\u8b1b\u6f14\u4f1a\u30012010.9
\n30)K.Kurumisawa, T.Aoyama, T.Nawa: Reconstruction of three-dimensional spatial image and prediction of properties of cement based materials,Proceeding of the 10th Japan\/Korea joint symposium on building materials and construction, pp.137-143,2010.9<\/p>\n","protected":false},"excerpt":{"rendered":"

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