EFFECT OF FINES CONTENT ON STEADY-STATE STRENGTH OF MIXED AND LAYERED SAMPLES OF A SAND

By S. .. Naeini, M. Baziar. 2004

247 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/ba4def49d258f756fee2aca82558040d58720c01

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

1. Zhen-Yu Yin
2. P. Hicher
3. Amir H. Gandomi
4. Jidong Zhao
5. Amir Hossein Alavi
6. T. Tika
7. A. Papadopoulou
8. Xin-She Yang

Citations in the corpus

• 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): “…(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: subrounded, SA: subangular, A: angular…”
• A micromechanics-based model for sand-silt mixtures (2014, background): “(2006), and Assyros sand-silt mixtures by Papadopoulou and Tika (2008), respectively.”