Experimental Study on Static Characteristics of Sandy Pebble Soil

Bin Jia; Yong Yao; Lu Cheng; Dai Guo Chen

doi:10.4028/www.scientific.net/AMR.250-253.95

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 250-253Experimental Study on Static Characteristics of...

Experimental Study on Static Characteristics of Sandy Pebble Soil

Abstract:

Through the consolidation drained triaxial shear test of sandy pebble soil, the stress-strain curve of sandy pebble soil is obtained, analysis manifest that in the shearing process, shear dilatancy deformation and shear contraction deformation of sandy pebble soil are intercoupling, making asymptote of the curve after peak stress nearly a horizontal line. Meanwhile, based on the Duncan-Chang model, elastic modulus and Poisson ratio features of sandy pebble soil are analyzed, and Duncan-Chang model parameters are obtained.

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Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

95-99

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.250-253.95

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Online since:

May 2011

Authors:

Bin Jia, Yong Yao, Lu Cheng, Dai Guo Chen

Keywords:

Consolidation Drained Triaxial Shear Test, Poisson's Ratio, Sandy Pebble Soil, Stress Strain

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References

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