Undrained Fragility of Clean Sands, Silty Sands, and Sandy Silts

By S. Thevanayagam, T. Shenthan, S. Mohan, J. Liang. 2002

664 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/36dbd7f531972aee341b97a621196c1490f1c869

How researchers see this paper

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In Civil and Structural Engineering

1. Jidong Zhao
2. Zhen-Yu Yin
3. P. Hicher
4. X. Luo
5. Junliang Yang
6. L. Zuo
7. B. Baudet
8. K. Hanley

Citations in the corpus

• Exploring the relationship between critical state and particle shape for granular materials (2015, methodology): “Several studies have examined the effect of μs on the shear behavior (e.g., Thornton, 2000; Dai et al., 2015) and the granular flow (da Cruz et al., 2005; Kamrin and Koval, 2014) by using the discrete element method (DEM).”
• Predicting onset of cyclic instability of loose sand with fines using instability curves (2014, background): “To overcome this challange, a number of researchers proposed to use the equivalent granular void ratio, e* in lieu of e [29-30], where e* is defined as”
• Determination of the transitional fines content of sand-non plastic fines mixtures (2015, methodology): “Comparison of different methods for determined transitional fines content (data from Polito and Martin, 2001; Thevanayagam et al., 2002; Xenaki and Athanasopoulos, 2003; Yang et al., 2006; Papadopoulou and Tika, 2008; Dash et al., 2010; Carrera et al., 2011).”
• THE EFFECT OF FINES ON CRITICAL STATE AND LIQUEFACTION RESISTANCE CHARACTERISTICS OF NON-PLASTIC SILTY SANDS (2008, result): “…0.650 100 35 1.60 2.30 Notation: (1): Zlatovi ác and Ishihara (1995), (2a, 2b): Polito and Martin (2001), (3): Xenaki and Athanasopoulos (2003), (4): Thevanayagam et al. (2002), (5): Naeini and Baziar (2004), (6): Yang et al. (2006a and b), (7): this study WR: well rounded, R: rounded, SR:…”
• Fabric and Effective Stress Distribution in Internally Unstable Soils (2014, background): “In these simulations fine particles become trapped between two larger particles, creating a meta-stable fabric similar to Case (iii) proposed by Thevanayagam et al. (2002).”
• The critical state friction angle of granular materials: does it depend on grading? (2018, background): “Note that the observed movement of the CSL with varying gradation (Cu) in the compression space is, to some extent, in analogy to the observation on sand–fines mixtures that the CSL tends to move down with increasing fines content [32, 44].”
• A micromechanics-based model for sand-silt mixtures (2014, methodology): “For the case of a fine grains skeleton, the reinforcement effect by the coarse grains was introduced by Thevanayagam et al. (2002) to obtain an equivalent inter-fine void ratio as the index of active contacts, given by: eeq ¼ e fc þ 1 fcðRdÞm ð12Þ where Rd is the ratio of the mean size of coarse…”