Open AccessEffect of Zeolite on the Compaction Properties and California Bearing Ratio (CBR) of Cemented Sand
Author(s) -
Ghasem Norouznejad,
Issa Shooshpasha,
Seyed Mohammad Mirhosseini,
Mobin Afzalirad
Publication year - 2021
Publication title -
international journal of engineering and technology innovation
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.184
H-Index - 8
eISSN - 2226-809X
pISSN - 2223-5329
DOI - 10.46604/ijeti.2021.7086
Subject(s) - california bearing ratio , compaction , zeolite , cement , proctor compaction test , materials science , water content , curing (chemistry) , geotechnical engineering , composite material , geology , chemistry , catalysis , biochemistry
This research investigates the impact of zeolite on the compaction properties and California Bearing Ratio (CBR) of cemented sand. For this purpose, firstly, sand, cement (2, 4, 6, and 8% by the sand dry weight), and zeolite (0%, 30%, 60%, and 90% of cement content, as a replacement material) are mixed. Then, various cylindrical samples with sizes of 101×116 mm and 119×152 mm are prepared for compaction and CBR tests, respectively. After curing for 28 days, the samples are tested according to the standards of compaction and CBR tests. The results depict that the use of zeolite reduces Maximum Dry Density (MDD) while it increases Optimum Moisture Content (OMC) of cemented sand. Furthermore, the inclusion of zeolite up to 30% of cement content contributes to the highest CBR values due to the pozzolanic and chemical reactions. Finally, some correlations with high correlation coefficients are proposed between the CBR and MDD of zeolite-cemented sand.