Experimental Investigation on Dynamic Constitutive Model of Saturated Sandy Pebble Soil

Article Preview

Abstract:

The dynamic constitutive model could show the dynamic characteristics of soil, so it was essential in ground motion in earthquake safety evaluation and seismic response analysis of soil, and it had great influence on research and analysis of seismic performance of soil and the stability of the foundation. Sandy pebble soil distributed abroad in Sichuan, so it was widely used in engineering construction. Based on the test results of dynamic triaxial non-drain consolidation test,this paper studied the dynamic constitutive model of saturated sandy pebble soil to provide reference for the future use.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 160-162)

Pages:

599-602

Citation:

Online since:

November 2010

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Yoshimi, Y., Oh-oka. Influence of degree of sheer stress reversal on the liquefaction potential of saturated sand, Soil and Foundations, 1975, 15(3): 27-40.

DOI: 10.3208/sandf1972.15.3_27

Google Scholar

[2] Evans M D, Zhou S. Liquefaction behavior of sand-gravel composites. Journal of Geotechnical Engineering, ASCE, 1995, 121(3): 287-298.

DOI: 10.1061/(asce)0733-9410(1995)121:3(287)

Google Scholar

[3] Hardin B O,Drnevich V P. Shear modulus and damping in soils: design equations and curves. Journal of the Soil Mechanics and Foundation Division, ASCE, 1972, 98(7): 667-692.

DOI: 10.1061/jsfeaq.0001760

Google Scholar

[4] Rolins K M, Evans M D. Shear modulus and damping relationships for gravels, ,Journal of Geotechnical and Geo environmental Engineering, ASCE, (1998).

Google Scholar

[5] Atkinson J H, Sallfors G. Experimental determination of stress strain time characteristics in laboratory and in-situ test, ,Proc10thEurConfSiol Mech And Found Engineering. (1991).

Google Scholar