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Dynamic Feature Analysis for Silty Sand
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Dynamic shear modulus is proportional to average principal stress.Cyclic varied surrounding pressure isn't proportional to cyclic varied pore water pressure.The dynamic triaxial test with cyclic surrounding pressure can apply cyclic surrounding pressure.The dynamic triaxial test with cyclic surrounding pressure can apply cyclic surrounding pressure in addition to the cyclic deviator stress and it can simulate the coupling of cyclic shear stress and it can simulate the coupling of cyclic shear stress and cyclic normal stress in an earthquakes.
Trans Tech Publications, Ltd.
Title: Dynamic Feature Analysis for Silty Sand
Description:
Dynamic shear modulus is proportional to average principal stress.
Cyclic varied surrounding pressure isn't proportional to cyclic varied pore water pressure.
The dynamic triaxial test with cyclic surrounding pressure can apply cyclic surrounding pressure.
The dynamic triaxial test with cyclic surrounding pressure can apply cyclic surrounding pressure in addition to the cyclic deviator stress and it can simulate the coupling of cyclic shear stress and it can simulate the coupling of cyclic shear stress and cyclic normal stress in an earthquakes.
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