Dynamic Feature Analysis for Silty Sand

Jin Bin Zhao; Hui Meng Zhao; Xiao Liu; Jie Meng

doi:10.4028/www.scientific.net/AMR.1089.223

Paper Titles

The Characteristics of Facet Coatings on Diode Lasers
p.202

Microwave Absorbing Performance of Fe₃O₄/CNFs Prepared by Chemical Coprecipitation
p.206

Application of Concrete Filled Steel Tubular Supports in the Shaft Station
p.213

Bending Bearing Capacity of Steel Tubular Columns Filled with Steel-Reinforced High-Strength Concrete
p.219

Dynamic Feature Analysis for Silty Sand
p.223

Evaluation of Durability and Permanent Deformation of Modified Road Base Construction Using Rovene^® 4045 and Portland Cement Additives
p.228

Mechanical Behaviors of Slender Steel Tubular Columns Filled with Steel-Reinforced High-Strength Concrete
p.235

Numerical Analysis on the Failure Mode of Stage Backfill Stope due to Mining Disturbance
p.239

Research on Permeability Coefficient about Tertiary System Sandstone of Humaling Tunnel
p.244

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1089Dynamic Feature Analysis for Silty Sand

Dynamic Feature Analysis for Silty Sand

Abstract:

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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Periodical:

Advanced Materials Research (Volume 1089)

Pages:

223-227

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1089.223

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Online since:

January 2015

Authors:

Jin Bin Zhao*, Hui Meng Zhao, Xiao Liu, Jie Meng

Keywords:

Back Pressure Method, Dynamic Shear Modulus, Dynamic Triaxial Test, Soil mechanics

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References

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