GEOTECHNICAL ASPECTS OF THE JUNE 20,1990 MANJIL EARTHQUAKE IN IRAN
スポンサーリンク
概要
- 論文の詳細を見る
General feature of the Manjil earthquake of June 21,1990 in Iran and its effects on the ground damage are described putting emphasis on the liquefaction of sand deposits and landsliding which occurred in natural slopes. The liquefaction developed on the fluvial plain in the lower reaches of the Sefidrud river is shown to have exhibited several features in common with those ever encountered in other areas under similar conditions. The landslides which occurred in the mountain flanks in the epicentral area seem to have addressed some new features on the triggering mechanism of the slide intrinsic to earthquake environments.
- 社団法人地盤工学会の論文
- 1992-09-15
著者
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石原 研而
Civil Engineering, University of Tokyo
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辻野 修一
Civil Engineering University Of Tokyo
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東畑 郁生
Civil Engineering, the University of Tokyo
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HAERI S.MOHSEN
Civil Engineering, Amirkabir University
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MOINFAR ALI
Building and Housing Research Center
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東畑 郁生
Professor Of Civil Engineering The University Of Tokyo Bunkyo Tokyo 108-8656 Japan.
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東畑 郁生
Civil Engineering Department The University Of Tokyo.
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石原 研而
Civil Engineering University Of Tokyo
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Haeri S.mohsen
Civil Engineering Amirkabir University
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