CYCLIC STRENGTH OF UNDISTURBED SANDS OBTAINED BY A PISTON SAMPLER
スポンサーリンク
概要
- 論文の詳細を見る
Undisturbed sand samples were taken from two adjacent sites in Niigata, Japan, using an Osterberg piston sampler. One site showed serious signs of liquefaction during the 1964 Niigata earthquake and the other site showed no surface signs of liquefaction. Laboratory cyclic triaxial shear tests were performed on these specimens to determine cyclic strengths of the soils in their undisturbed insitu condition. It was found as a result of these tests that the cyclic strengths of insitu soils in Niigata were not high. Cyclic stress ratios required to cause 5% double amplitude axial strain for 20 stress cycles were on the order of 0.2 for specimens at an average relative density of 65% and on the order of 0.15 for specimens at an average relative density of 35%. There was no distinct difference in cyclic strength values between the two sites where there was and was not surface evidence of liquefaction during the 1964 earthquake.
- 社団法人地盤工学会の論文
- 1979-09-15
著者
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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 Chuo University:department Of Civil Engineering Tokyo University Of
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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 2641 Yamazaki Noda Chiba 278-0022.
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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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Ishihara Kenji
Department Of Civil Engineering Chuo University
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