Studies on seismic earth pressure of cohesive backfill
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概要
- 論文の詳細を見る
Mononobe-Okabe's equation has been proposed in 1924 and has been used for the aseismic design of the retaining wall, today. But it is well known that the effect of cohesion is not considered in this equation. Author measured a resultant force and a distribution of seismic earth pressure acted on a movable model wall, using a shaking table test. Sand used in the tests is slightly cohesive. It was found that the results agree with the theoretical calculation proposed by the author in 1960. So that the crtical seismic coefficiets for the base sliding of the gravity type quay walls were obtained by using our calculation and it was shown that the seismic damage can be well explained with criterion.
- 山口大学の論文
著者
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O-HARA Sukeo
Department of Civil Engineering
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Matsuda Hiroshi
Department Of Anatomy Osaka University Medical School
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Matsuda H
Department Of Construction Engineering
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O‐hara S
Yamaguchi Univ.
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