CYCLIC STRENGTHS OF UNDISTURBED SANDS OBTAINED BY LARGE DIAMETER SAMPLING
スポンサーリンク
概要
- 論文の詳細を見る
At a site near the Shinano river in the city of Niigata, Japan, where signs of liquefaction were conspicuous following the 1964 Niigata earthquake, a sand sampling program was carried out using a large diameter sampler to obtain undisturbed sand specimens for laboratory cyclic triaxial testing. The specimens were drained and frozen at the test site and brought back to the laboratory where they were again saturated and consolidated in the triaxial chamber to reproduce the in situ state of stress without destroying the fabric of the sand. Cyclic loading tests were then performed and the resistance to liquefaction was determined for specimens obtained from depths 2.5 m through 11.5 m deep. The result of these tests showed that the cyclic strengths of undisturbed loose sands from the test site were somewhat lower than would be anticipated from the similar cyclic triaxial tests performed on reconstituted specimens of the similar clean sands.
- 社団法人地盤工学会の論文
- 1978-12-15
著者
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石原 研而
Civil Engineering, University of Tokyo
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石原 研而
東京理科大学理工学部土木工学科
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石原 研而
Professor Of Civil Engineering Tokyo Science University. Manuscript Was Received For Review On May 1
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石原 研而
Civil Engineering University Of Tokyo
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石原 研而
Department Of Civil Engineering Science University Of Tokyo
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Ishihara K
Tokyo Univ. Sci. Jpn
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SILVER MARSHALL
Department of Materials Engineering, University of Illinois at Chicago Circle
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北川 久雄
Kajima Construction Co.,
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北川 久雄
Kajima Construction Co.
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Silver Marshall
Department Of Materials Engineering University Of Illinois At Chicago Circle
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