Liquefaction resistance of sand-silt mixtures: an experimental investigation of the effect of fines

By V. Xenaki, G. Athanasopoulos. 2003

323 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/6c392e7a2014421b8b536d4bc9f6376e13b89440

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

Citations in the corpus

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).”
A micromechanics-based model for sand-silt mixtures (2014, unknown): “…& Yamamuro, 1997; Thevanayagam & Mohan, 2000; Salgado, Bandini, & Karim, 2000; Polito & Martin, 2001; Thevanayagam, Shenthan, Mohan, & Liang, 2002; Xenaki & Athanasopoulos, 2003; Naeini & Baziar, 2004; Yang, Sandven, & Grande, 2006; Murthy, Loukidis, Carraro, Prezzi, & Salgado, 2007; Papadopoulou…”
Energy-based numerical models for assessment of soil liquefaction (2012, background): “Naeini and Baziar (2004) and Xenaki and Athanasopoulos (2003) showed that the liquefaction resistance of sandesilt mixtures decreases when non-plastic FC increases up to 35% and 44%, and afterward the resistance starts increasing.”
THE EFFECT OF FINES ON CRITICAL STATE AND LIQUEFACTION RESISTANCE CHARACTERISTICS OF NON-PLASTIC SILTY SANDS (2008, background): “…considered sands containing ˆnes as consisting of two matrices, the sand grains matrix and the ˆnes matrix, and analysed their behaviour in terms of the interaction with each other (Vaid, 1994; Thevanayagam et al., 2000; Polito and Martin, 2001; Xenaki and Athanasopoulos, 2003; Yang et al., 2004).”