地盤工学会論文報告集
Print ISSN : 1341-7452
LABORATORY SHEAR TESTS ON VISCOUS NATURE OF LIQUEFIED SAND
西村 聡東畑 郁生本多 剛
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キーワード: viscosity (IGC: D6/E8)
ジャーナル フリー

2002 年 42 巻 4 号 p. 89-98

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抄録

The rate dependent nature of liquefied sand was investigated by laboratory shear tests. Since previous experience has revealed the many difficulties inherent in maintaining the state of liquefaction of a sandy specimen, new measures were attempted. The test results indicate that the measured shear stress consists of frictional and rate dependent components, and a viscosity coefficient was assessed from the latter component. The measured viscosity varies with the rate of strain as well as the magnitude of strain itself. A similar test on a dry specimen revealed less viscosity and implied that a major part of rate dependency comes from the behavior of pore liquid in the case of water-saturated sand. It was interesting, moreover, that sand with fines was of less viscosity. Finally, a numerical analysis was conducted on a real liquefaction-induced ground deformation and the results were consistent with the observation.

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© The Japanese Geotechnical Society
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