EXPERIMENTAL AND ANALYTICAL STUDY ON STABILITY EVALUATION OF A LARGE SLOPE UNDER STRONG SEISMIC MOTION
Author:
Affiliation:
1. THE JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1989/406/1989_406_233/_pdf
Reference14 articles.
1. 1) 松尾稔・板橋一雄・佐々木康: 実際事例の逆解析による土木構造物の耐震性に関する研究, 土木学会論文報告集, No. 343, pp. 25-33, 1984.
2. 2) 伊藤洋・北原義浩・平田和太: 原子力発電所周辺切取り斜面の耐震性評価のための入力地震動と震度の関係に関する一考察, 土木学会論文報告集, No. 370, pp. 47-56, 1986.
3. 3) Uwabe, T., Kitazawa, S. and Higaki, N.: Shaking Table Tests and Circular Arc Analysis for Large Models of Embankments on Saturated Sand Layers, Soils and Foundations, Vol. 26, No. 4, pp. 1-15, Dec., 1986.
4. 4) Ohmachi, T. and Yokoyama, H.: An Interative Method for Seismic Stability Analysis of Three Dimensional Earth Dams, Soils and Foundations, Vol. 23, No. 2, June 1983.
5. 5) Ohmachi, T. and Momenzadeth, M.: Impulsive Failure Experiments on V-Shaped Sloping Embankment Models, Soils and Foundations, Vol. 24, No. 4, pp. 49-57, Dec. 1984.
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1. EVALUATING SUBMARINE SLOPE STABILITY DURING AN EARTHQUAKE BY CENTRIFUGAL MODEL TESTS;Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering);2020
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