Steady State Testing of Loose Sands: Limiting Minimum Density
Publication: Journal of Geotechnical Engineering
Volume 116, Issue 2
Abstract
The steady state line (SSL) of a soil is defined as the relationship between a soil's void ratio (or density) and its residual ``steady state'' or critical state strength. Recent testing of very low density sand samples indicates that the steady state line approaches a limiting maximum void ratio, representing a considerable departure from the assumption of a linear relationship between the logarithm of steady state strength and void ratio employed in many constitutive models. This recent testing suggests that a limiting minimum density exists, below which a sample will show no steady state shear strength at all. Moreover, this limiting density appears to occur at a relative density of 0%–10%. This technical note presents data regarding this apparent limiting density, based on the results of laboratory testing performed by four researchers on three different sands.
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References
1.
Donaghe, R. T., Gilbert, P. A., and Marcuson, W. F., III (1986). Discussion of “New procedure for saturating sand specimens,” by de Carvalho et al., J. Geotech. Engrg., ASCE, 112(1), 103–105.
2.
Jong, H. L., and Seed, R., B. (1988). “A critical investigation of factors affecting seismic pore pressure generation and post‐liquefaction flow behavior of saturated soils.” Geotech. Res. Report No. SU/GT/88‐01, Stanford Univ., Stanford, Calif., Apr.
3.
Seed, R. B., Anwar, H., and Nicholson, P. G. (1989). “Evaluation and mitigation of membrane compliance effects in undrained triaxial testing.” Research Report No. SU/GT/88‐01, Stanford Univ., Stanford, Calif., Jan.
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Copyright © 1990 ASCE.
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Published online: Feb 1, 1990
Published in print: Feb 1990
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