Abstract
This communication presents the results of an experimental study in the laboratory on the mechanical behavior of silty sand through conventional compression triaxial tests, under both drained and undrained conditions. We particularly put an emphasis on the effect of fines content on the evolution of the maximum and the minimum void ratio, the onset of instability and the critical state line. Several series of monotonic triaxial tests were carried out on sand/silt mixtures, with fines content ranging from 0 to 20 %. In some series, the samples were reconstituted at the same initial global void ratio ei while in other ones, the samples were reconstituted at the same initial intergranular void ratio \({{\text{e}}_{\text{i}}}^{\text{g}}\) to simulate the mechanical behaviour of natural material subjected to erosion phenomenon such suffusion where the fines are removed and the sand matrix kept constant. The results from this study revealed that the fines content affects both the liquefaction potential of silty sand and the position of the critical state line. Moreover, the results showed that the effect of fines depends strongly on the density parameter used for the interpretation, void ratio or intergranular void ratio.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Amini F, Qi GZ (2000) Liquefaction testing of stratified silty sands. J Geotech Geoenvironmental Eng 126(3):208–217
Huang YT, Huang AB, Kuo YC, Tsai MD (2004) A laboratory study on the undrained strength of a silty sand from Central Western Taiwan. Soil Dyn Earthq Eng 24(9–10): 733–743
Papadopoulou A, Tika T (2008) The effect of fines on critical state and liquefaction resistance characteristics of non-plastic silty sands. Soils Found 48(5):713–725
Polito CP, Martin JR II (2001) Effects of nonplastic fines on the liquefaction resistance of sands. J Geotech Geoenvironmental Eng 127(5):408–415
Stamatopoulos C (2010) An experimental study of the liquefaction strength of silty sands in terms of the state parameter. Soil Dyn Earthq Eng 30(8):662–678
Thevanayagam S (1998) Effect of fines and confining stress on undrained shear strength of silty sands. J Geotech Geoenvironmental Eng 124(6):479–491
Xenaki VC, Athanasopoulos GA (2003) Liquefaction resistance of sand-silt mixtures: an experimental investigation of the effect of fines. Soil Dyn Earthq Eng 23(3):183–194
Yang SL, Lacasse S, Sandven R (2006) Determination of the transitional fines content of mixtures of sand and non-plastic fines. Geotech Test J 29(2):102–107
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2015 Springer International Publishing Switzerland
About this paper
Cite this paper
Nguyen, TK., Benahmed, N., Hicher, PY., Nicolas, M. (2015). The Influence of Fines Content on the Onset of Instability and Critical State Line of Silty Sand. In: Chau, KT., Zhao, J. (eds) Bifurcation and Degradation of Geomaterials in the New Millennium. IWBDG 2014. Springer Series in Geomechanics and Geoengineering. Springer, Cham. https://doi.org/10.1007/978-3-319-13506-9_17
Download citation
DOI: https://doi.org/10.1007/978-3-319-13506-9_17
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-13505-2
Online ISBN: 978-3-319-13506-9
eBook Packages: EngineeringEngineering (R0)