CYCLIC SIMPLE SHEAR TESTS ON SATURATED SAND IN MULTI-DIRECTIONAL LOADING
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概要
- 論文の詳細を見る
Several series of multi-directional undrained simple shear tests were performed on saturated sand specimens, using a simple shear test device incorporating two pnumatic cyclic loaders in two mutually perpendicular horizontal directions. The load patterns employed were rotational in one type of test where cyclic stresses with equal or different amplitudes in two directions were applied with a phase difference of 90 degree. In the second type of test, cyclic stresses with equal or different amplitudes in two directions were alternately applied with a phase difference of 360 degrees. The results of these tests have shown that the cyclic stress ratios causing 5% simple shear strain in the specimen under multi-directional loadings with two equal amplitudes were on an average 70% as much as the similarly defined cyclic stress ratio under uni-directional loading condition.
- 社団法人地盤工学会の論文
- 1980-03-15
著者
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石原 研而
Civil Engineering, University of Tokyo
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山崎 文雄
Shimizu Construction Co.,
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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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Ishihara Kenji
Department Of Civil Engineering Chuo University
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