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\u3000\"\"<\/a><\/p>\n

\u4f01\u696d\u7b49\u3078\u306e\u63d0\u6848 <\/strong><\/span><\/p>\n

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\n\u6587\u732e\u30fb\u7279\u8a31<\/strong>
\n\u30fb\u68ee\u6cb3\u7531\u7d00\u5f18\uff0c\u524d\u7530\u5065\u4e00\uff0c\u5f35\u92d2\uff0c\u6751\u702c\u6674\u7d00\uff0c\u795e\u8c37\u5f66\u4e8c\uff1a\u7834\u7815\u74e6\u306e\u6db2\u72b6\u5316\u5bfe\u7b56\u306b\u5bfe\u3059\u308b\u6709\u7528\u6027\uff0c\u7b2c48\u56de\u5730\u76e4\u5de5\u5b66\u7814\u7a76\u767a\u8868\u4f1a\uff0cpp.1777-1778 (2013)
\n\u30fbY. Morikawa, K. Maeda and F. Zhang : EFFECTIVENESS OF CRASHED TILE IN COUNTERMEASURE AGAINST LIQUEFACTION, Proc. of the 3rd ternational Conference on Geotechnique, Construction Materials and Environment, Nagoya, Japan, pp.211-216 (2013)
\n\u30fbY. Morikawa, K. Maeda and F. Zhang : Countermeasure due to liquefaction using crushed tile, Geotechnical Special Publication of merican Society of Civil Engineers (ASCE) on Advances in Soil Dynamics and Foundation Engineering, June, vol. 240, pp.208-218 (2014)<\/p>\n\n\n\n
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 <\/p>\n\n\n\n
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