作者: Siavash Mahvash , Susana López-Querol , Ali Bahadori-Jahromi
DOI: 10.1016/J.HELIYON.2017.E00274
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摘要: This paper presents the results of an experimental investigation carried out to evaluate effect fly ash (FA) on fine sand compaction and its suitability as a material for embankments. The literature review demonstrates lack research stabilization sandy using FA. study is concerned with role FA content in stabilized soil physical characteristics. main aim this determine optimum quantity type soil. achieved through particle size distribution (standard proctor) tests. was three proportions (5%, 10% 15%) constant cement 3% used activator. For better comparison, also by only so that could be observed more clearly. were line other types soil, i.e. % increases, reduction maximum dry density higher moisture observed.