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>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
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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
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, es, to interpret the experimental results and developed some useful correlations with es. However, the Note fails to address the further development of es over a decade to a more generalized form of equivalent granular void ratio, e* This comment aims at adding missing literature on e* and presents a re-interpretation of the experimental data based on e* The advantages of using e* over es are significant and explained in subsequent sections.
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机译：作者应赞扬Belkhatir等人在沙质土壤上所做的有趣的实验工作。 （2010）[1]。他们使用晶间空隙率es来解释实验结果，并与es建立了一些有用的关联。但是，该注释未能解决es十年来向等效颗粒空隙率的更广义形式的进一步发展的问题。e *该注释旨在添加有关e *的缺失文献，并对基于的实验数据进行了重新解释。 e *与es相比，使用e *的优势非常明显，并在后续部分中进行了说明。
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