Comment on: “Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils” by M. Belkhatir, A. Arab, H. Missoum, T. Schanz [C. R. Mecanique 338 (2010) 290–303] - 02/02/11
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Abstract |
The authors should be commended for their interesting experimental work on sandy soils presented in Belkhatir et al. (2010) [[1]]. They used the inter-granular void ratio, , to interpret the experimental results and developed some useful correlations with
. However, the Note fails to address the further development of
over a decade to a more generalized form of equivalent granular void ratio,
. This comment aims at adding missing literature on
and presents a re-interpretation of the experimental data based on
. The advantages of using
over
are significant and explained in subsequent sections.
Mappa
Vol 339 - N° 1
P. 58-62 - gennaio 2011 Ritorno al numeroBenvenuto su EM|consulte, il riferimento dei professionisti della salute.
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