1997•Chinese Journal of Geotechnical EngineeringRequires access

DYNAMIC TRIAXIAL TEST OF DYNAMIC MODULUS AND DAMPING

H E Changrong

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Abstract

An electro-magnetic dynamic triaxial apparatus is used to determine the modulus and damping of soil in the range of strain 0.000001 - 0.01. A method serving to determine the maximum modulus and damping is suggested in this paper. Some problems in the data analysis and achievement expression are discussed, and the test results of several soils are given for comparison.

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What this paper is about

An electro-magnetic dynamic triaxial apparatus is used to determine the modulus and damping of soil in the range of strain 0.000001 - 0.01. A method serving to determine the maximum modulus and damping is suggested in this paper. Some problems in the data analysis and achievement expression are discussed, and the test results of several soils are given for comparison.

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Available abstract

An electro-magnetic dynamic triaxial apparatus is used to determine the modulus and damping of soil in the range of strain 0.000001 - 0.01. A method serving to determine the maximum modulus and damping is suggested in this paper. Some problems in the data analysis and achievement expression are discussed, and the test results of several soils are given for comparison.

Key concepts: Dynamic modulus, Triaxial shear test, Geotechnical engineering, Damping ratio, Modulus, Dynamic testing, Structural engineering, Range (aeronautics)

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