Effect of Zeolite on the Compaction Properties and California Bearing Ratio (CBR) of Cemented Sand

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 mi...

Full description

Saved in:
Bibliographic Details
Published in:International journal of engineering and technology innovation 2021-07, Vol.11 (3), p.229-239
Main Authors: Norouznejad, Ghasem, Shooshpasha, Issa, Mirhosseini, Seyed Mohammad, Afzalirad, Mobin
Format: Article
Language:English
Subjects:
California bearing ratio
Chemical reactions
Correlation coefficients
Dry density
Moisture content
Penetration tests
Sand
Zeolites
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by cdi_FETCH-LOGICAL-c201t-92e41317785a614d2b7b4c617706be38a8fd410119928ecec2ecd344d454eda93
cites cdi_FETCH-LOGICAL-c201t-92e41317785a614d2b7b4c617706be38a8fd410119928ecec2ecd344d454eda93
container_end_page 239
container_issue 3
container_start_page 229
container_title International journal of engineering and technology innovation
container_volume 11
creator Norouznejad, Ghasem
Shooshpasha, Issa
Mirhosseini, Seyed Mohammad
Afzalirad, Mobin
description 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.
doi_str_mv 10.46604/ijeti.2021.7086
format article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2550052926</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2550052926</sourcerecordid><originalsourceid>FETCH-LOGICAL-c201t-92e41317785a614d2b7b4c617706be38a8fd410119928ecec2ecd344d454eda93</originalsourceid><addsrcrecordid>eNotkM9LwzAUx4MoOObuHgNe9NCavKZpc3Rl_oCBMhXES0jTV83YmppmB_97u83Te-_Lh--DDyGXnKVCSiZu3RqjS4EBTwtWyhMyAQCZlEx9nB72LMkzUOdkNgxrxhgvBIBSE1Iv2hZtpL6ln-g3LiL1HY3fSCu_7Y2Nbjxfgu8xRIcDNV1DK7NxrQ-dM3SOJrjui67MCNLrar662VdVuMUuYkNfR_6CnLVmM-Dsf07J-_3irXpMls8PT9XdMrHAeEwUoOAZL4oyN5KLBuqiFlaOAZM1ZqUp20ZwxrlSUKJFC2ibTIhG5AIbo7IpuTr29sH_7HCIeu13oRtfashzxnJQIEeKHSkb_DAEbHUf3NaEX82ZPsjUB5l6L1PvZWZ_-TZm3g</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2550052926</pqid></control><display><type>article</type><title>Effect of Zeolite on the Compaction Properties and California Bearing Ratio (CBR) of Cemented Sand</title><source>ProQuest - Publicly Available Content Database</source><creator>Norouznejad, Ghasem ; Shooshpasha, Issa ; Mirhosseini, Seyed Mohammad ; Afzalirad, Mobin</creator><creatorcontrib>Norouznejad, Ghasem ; Shooshpasha, Issa ; Mirhosseini, Seyed Mohammad ; Afzalirad, Mobin</creatorcontrib><description>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.</description><identifier>ISSN: 2223-5329</identifier><identifier>EISSN: 2226-809X</identifier><identifier>DOI: 10.46604/ijeti.2021.7086</identifier><language>eng</language><publisher>Taiwan: Taiwan Association of Engineering and Technology Innovation</publisher><subject>California bearing ratio ; Chemical reactions ; Correlation coefficients ; Dry density ; Moisture content ; Penetration tests ; Sand ; Zeolites</subject><ispartof>International journal of engineering and technology innovation, 2021-07, Vol.11 (3), p.229-239</ispartof><rights>2021. This work is published under https://creativecommons.org/licenses/by-nc/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c201t-92e41317785a614d2b7b4c617706be38a8fd410119928ecec2ecd344d454eda93</citedby><cites>FETCH-LOGICAL-c201t-92e41317785a614d2b7b4c617706be38a8fd410119928ecec2ecd344d454eda93</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.proquest.com/docview/2550052926?pq-origsite=primo$$EHTML$$P50$$Gproquest$$Hfree_for_read</linktohtml><link.rule.ids>314,780,784,25753,27924,27925,37012,44590</link.rule.ids></links><search><creatorcontrib>Norouznejad, Ghasem</creatorcontrib><creatorcontrib>Shooshpasha, Issa</creatorcontrib><creatorcontrib>Mirhosseini, Seyed Mohammad</creatorcontrib><creatorcontrib>Afzalirad, Mobin</creatorcontrib><title>Effect of Zeolite on the Compaction Properties and California Bearing Ratio (CBR) of Cemented Sand</title><title>International journal of engineering and technology innovation</title><description>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.</description><subject>California bearing ratio</subject><subject>Chemical reactions</subject><subject>Correlation coefficients</subject><subject>Dry density</subject><subject>Moisture content</subject><subject>Penetration tests</subject><subject>Sand</subject><subject>Zeolites</subject><issn>2223-5329</issn><issn>2226-809X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><sourceid>PIMPY</sourceid><recordid>eNotkM9LwzAUx4MoOObuHgNe9NCavKZpc3Rl_oCBMhXES0jTV83YmppmB_97u83Te-_Lh--DDyGXnKVCSiZu3RqjS4EBTwtWyhMyAQCZlEx9nB72LMkzUOdkNgxrxhgvBIBSE1Iv2hZtpL6ln-g3LiL1HY3fSCu_7Y2Nbjxfgu8xRIcDNV1DK7NxrQ-dM3SOJrjui67MCNLrar662VdVuMUuYkNfR_6CnLVmM-Dsf07J-_3irXpMls8PT9XdMrHAeEwUoOAZL4oyN5KLBuqiFlaOAZM1ZqUp20ZwxrlSUKJFC2ibTIhG5AIbo7IpuTr29sH_7HCIeu13oRtfashzxnJQIEeKHSkb_DAEbHUf3NaEX82ZPsjUB5l6L1PvZWZ_-TZm3g</recordid><startdate>20210701</startdate><enddate>20210701</enddate><creator>Norouznejad, Ghasem</creator><creator>Shooshpasha, Issa</creator><creator>Mirhosseini, Seyed Mohammad</creator><creator>Afzalirad, Mobin</creator><general>Taiwan Association of Engineering and Technology Innovation</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BVBZV</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>L6V</scope><scope>M7S</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope></search><sort><creationdate>20210701</creationdate><title>Effect of Zeolite on the Compaction Properties and California Bearing Ratio (CBR) of Cemented Sand</title><author>Norouznejad, Ghasem ; Shooshpasha, Issa ; Mirhosseini, Seyed Mohammad ; Afzalirad, Mobin</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c201t-92e41317785a614d2b7b4c617706be38a8fd410119928ecec2ecd344d454eda93</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>California bearing ratio</topic><topic>Chemical reactions</topic><topic>Correlation coefficients</topic><topic>Dry density</topic><topic>Moisture content</topic><topic>Penetration tests</topic><topic>Sand</topic><topic>Zeolites</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Norouznejad, Ghasem</creatorcontrib><creatorcontrib>Shooshpasha, Issa</creatorcontrib><creatorcontrib>Mirhosseini, Seyed Mohammad</creatorcontrib><creatorcontrib>Afzalirad, Mobin</creatorcontrib><collection>CrossRef</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science &amp; Engineering Collection</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest Central</collection><collection>ProQuest Central Essentials</collection><collection>AUTh Library subscriptions: ProQuest Central</collection><collection>Technology Collection</collection><collection>East &amp; South Asia Database</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central</collection><collection>SciTech Premium Collection</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>ProQuest - Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Engineering Collection</collection><jtitle>International journal of engineering and technology innovation</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Norouznejad, Ghasem</au><au>Shooshpasha, Issa</au><au>Mirhosseini, Seyed Mohammad</au><au>Afzalirad, Mobin</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effect of Zeolite on the Compaction Properties and California Bearing Ratio (CBR) of Cemented Sand</atitle><jtitle>International journal of engineering and technology innovation</jtitle><date>2021-07-01</date><risdate>2021</risdate><volume>11</volume><issue>3</issue><spage>229</spage><epage>239</epage><pages>229-239</pages><issn>2223-5329</issn><eissn>2226-809X</eissn><abstract>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.</abstract><cop>Taiwan</cop><pub>Taiwan Association of Engineering and Technology Innovation</pub><doi>10.46604/ijeti.2021.7086</doi><tpages>11</tpages><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 2223-5329
ispartof International journal of engineering and technology innovation, 2021-07, Vol.11 (3), p.229-239
issn 2223-5329
2226-809X
language eng
recordid cdi_proquest_journals_2550052926
source ProQuest - Publicly Available Content Database
subjects California bearing ratio
Chemical reactions
Correlation coefficients
Dry density
Moisture content
Penetration tests
Sand
Zeolites
title Effect of Zeolite on the Compaction Properties and California Bearing Ratio (CBR) of Cemented Sand
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-27T04%3A26%3A50IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Effect%20of%20Zeolite%20on%20the%20Compaction%20Properties%20and%20California%20Bearing%20Ratio%20(CBR)%20of%20Cemented%20Sand&rft.jtitle=International%20journal%20of%20engineering%20and%20technology%20innovation&rft.au=Norouznejad,%20Ghasem&rft.date=2021-07-01&rft.volume=11&rft.issue=3&rft.spage=229&rft.epage=239&rft.pages=229-239&rft.issn=2223-5329&rft.eissn=2226-809X&rft_id=info:doi/10.46604/ijeti.2021.7086&rft_dat=%3Cproquest_cross%3E2550052926%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c201t-92e41317785a614d2b7b4c617706be38a8fd410119928ecec2ecd344d454eda93%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=2550052926&rft_id=info:pmid/&rfr_iscdi=true