THREE DIMENSIONAI EFFECTIVE ANALYSIS FOR EVALUATING RESPONSE OF GROUP PILE FOUNDATION UNDER LIQUEFACTION
Author:
Affiliation:
1. THE JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1994/495/1994_495_101/_pdf
Reference24 articles.
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3. 3) 佐藤正義・社本康広: 群杭基礎の液状化時の挙動に関する模型実験と解析, 清水建設研究報告, 第49号, pp. 23-30, 1989.
4. 4) 宮本裕司・三浦賢治・Scott, F. R.・Hushmand, B.: Pile-Foundation Response in Liquefiable Soil Deposit during Strong Earthquake, 日本建築会構造系論文報告集, 第439号, pp. 49-63, 1992.
5. 5) 時松孝次・能村商栄: 液状化過程における地盤変位が杭の応力に与える影響, 建築学会構造系論文報告集, 第426, pp. 107-113, 1991.
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