掲載雑誌（和）：
日本地震工学シンポジウム論文集
Vol：
9-2巻
年：
1994年
頁：
1333-1338頁
著者（和）：
那須 誠, 小川 正二, 久保 嘉章, 沢田 俊一
タイトル（和）：
盛土の地震応答に対する地盤改良の効果
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抄録（和）：
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キーワード（和）：
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掲載雑誌（英）：
PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM
著者（英）：
Makoto NASU, Shoji OGAWA, Yoshiaki KUBO, Shun-ichi SAWADA
タイトル（英）：
THE INFLUENCE OF GROUND IMPROVEMENT UPON SEISMIC RESPONSE OF EMBANKMENT
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抄録（英）：
It has already been reported that damage to embankment due to earthquakes has frequently occurred on soft ground with highly inclined bottom.To clarify the influence of soil improvement upon seismic embankment response during earthquakes,two dimensional dynamic response analyses using Finite Element Method were executed for six models varying width and thickness of improved soft ground. Comparison of acceleration and displacement response characteristics and investigation on how to design the effective width and thickness of improved soft ground were done.
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キーワード（英）：
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記事区分：
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区分
委員会論文集