Effect of Maximum Soil Aggregate Size on the Strength of Silty Sand Stabilized by Cement and Spent Coffee Mixture-Reference-Cited by-同舟云学术

Effect of Maximum Soil Aggregate Size on the Strength of Silty Sand Stabilized by Cement and Spent Coffee Mixture

Published:2023-09-19 Issue: Volume: Page:
ISSN:2196-7202
Container-title:Transportation Infrastructure Geotechnology
language:en
Short-container-title:Transp. Infrastruct. Geotech.

Author:

Hamed Majid^ORCID,Khalaf Mohammed Mukhlif,Alshareef Huda Nadhir Ali

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40515-023-00331-0.pdf

Reference33 articles.

1. Aldaood, A., Khalil, A., Bouasker, M., Al-Mukhtar, M.: Experimental study on the mechanical behavior of cemented soil reinforced with straw fiber. Geotech. Geol. Eng. 39, 2985–3001 (2021). https://doi.org/10.1007/s10706-020-01673-z

2. Alkiki, I., Abdulnafaa, M., Aldaood, A.: Geotechnical and other characteristics of cement-treated low plasticity clay. Soils Rocks. 44, (2021). https://doi.org/10.28927/SR.2021.053120

3. Arulrajah, A., Kua, T.A., Horpibulsuk, S., Mirzababaei, M., Chinkulkijniwat, A.: Recycled glass as a supplementary filler material in spent coffee grounds geopolymers. Constr. Build. Mater. 151, 18–27 (2017). https://doi.org/10.1016/j.conbuildmat.2017.06.050

4. Arulrajah, A., Kua, T.A., Phetchuay, C., Horpibulsuk, S., Mahghoolpilehrood, F., Disfani, M.M.: Spent coffee grounds-fly ash geopolymer used as an embankment structural fill material. J. Mater. Civ. Eng. 28(5), 04015197 (2016). https://doi.org/10.1061/(ASCE)MT.1943-5533.0001496

5. ASTM C 191–04b, American Society for Testing and Materials: Standard test methods for time of setting of hydraulic cement by Vicat needle, West Conshohocken, PA (2008)