Fly Ash Effects on the Stress-Dilatancy Relation of Coarse Soils: Particle Morphology Role

Author:

Taibi Amine,Mahmoudi Youcef,Cherif Taiba Abdellah,Azaiez Hamou,Belkhatir Mostefa

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference45 articles.

1. Alhani IJ, Albadri WM, Noor MJM et al (2022) Effect of particle breakage on strength characteristics of limestone aggregate. Geotech Geol Eng 40:5295–5306. https://doi.org/10.1007/s10706-022-02204-8

2. Alshibli KA, Mehmet BC (2018) Influence of particle morphology on the friction and dilatancy of sand. J Geotech Geoenviron Eng. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001841

3. ASTM D 4253-00 (2002) Standard test method for maximum index density and unit weight of soils using a vibratory table. Annual Book of ASTM Standards. American Society for Testing and Materials, West Conshohocken, PA, pp 1–14

4. ASTM D 4254-00 (2002) Standard test method for minimum index density and unit weight of soils and calculation of relative density. Annual Book of ASTM Standards. American Society for Testing and Materials, West Conshohocken, PA, pp 1–9

5. Azaiez H, Taiba AC, Mahmoudi Y, Belkhatir M (2021a) Characterization of granular materials treated with fly ash for road infrastructure applications. Transp Infrastruct Geotech 8:228–253. https://doi.org/10.1007/s40515-020-00135-6

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