Research on Design and Performance of Self-Compacting Cement Emulsified Bitumen Mixture (CEBM)
To meet the needs of the road industry for maintenance operations, a new cement emulsified bitumen mixture (CEBM) with early-strength, self-compacting, and room-temperature construction characteristics was designed. The strength formation mechanism of CEBM was revealed with a scanning electron micro...
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description | To meet the needs of the road industry for maintenance operations, a new cement emulsified bitumen mixture (CEBM) with early-strength, self-compacting, and room-temperature construction characteristics was designed. The strength formation mechanism of CEBM was revealed with a scanning electron microscope (SEM) and the surface free energy (SFE) theory. The mechanical properties and road performance of the CEBM were investigated extensively. The results show that before the demulsification of emulsified bitumen, the SFE of the bitumen–aggregate–water three-phase system was reduced due to the replacement of the bitumen–aggregate interface with water. The adhesion work between the emulsified bitumen and the aggregate is negative, which means the adhesion between the emulsified bitumen and the aggregate will not occur spontaneously due to the existence of water. The liquid emulsified bitumen improves the workability of the mixture and ensures that the mixture can be evenly mixed and self-compacted. After demulsification, the work of adhesion between the residual bitumen and the aggregate is positive, which means residual bitumen and aggregate can bond spontaneously. In addition, the hydration products of cement and aggregate form a skeleton, and the emulsified bitumen film wraps and bonds the cement and aggregate together, creating strength. The emulsified bitumen, cement content, and curing conditions have significant effects on the stability of CEBM. The recommended dosage of emulsified bitumen and cement is 8% and 8–10%, respectively. This material integrates the hardening effect of cement and the viscoelastic performance of bitumen and has good workability, mechanical properties, and road performance. Therefore, the CEBM is technically feasible for application to bitumen pavement. |
doi_str_mv | 10.3390/ma15144840 |
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The strength formation mechanism of CEBM was revealed with a scanning electron microscope (SEM) and the surface free energy (SFE) theory. The mechanical properties and road performance of the CEBM were investigated extensively. The results show that before the demulsification of emulsified bitumen, the SFE of the bitumen–aggregate–water three-phase system was reduced due to the replacement of the bitumen–aggregate interface with water. The adhesion work between the emulsified bitumen and the aggregate is negative, which means the adhesion between the emulsified bitumen and the aggregate will not occur spontaneously due to the existence of water. The liquid emulsified bitumen improves the workability of the mixture and ensures that the mixture can be evenly mixed and self-compacted. After demulsification, the work of adhesion between the residual bitumen and the aggregate is positive, which means residual bitumen and aggregate can bond spontaneously. In addition, the hydration products of cement and aggregate form a skeleton, and the emulsified bitumen film wraps and bonds the cement and aggregate together, creating strength. The emulsified bitumen, cement content, and curing conditions have significant effects on the stability of CEBM. The recommended dosage of emulsified bitumen and cement is 8% and 8–10%, respectively. This material integrates the hardening effect of cement and the viscoelastic performance of bitumen and has good workability, mechanical properties, and road performance. Therefore, the CEBM is technically feasible for application to bitumen pavement.</description><identifier>ISSN: 1996-1944</identifier><identifier>EISSN: 1996-1944</identifier><identifier>DOI: 10.3390/ma15144840</identifier><identifier>PMID: 35888307</identifier><language>eng</language><publisher>Basel: MDPI AG</publisher><subject>Adhesion ; Asphalt pavements ; Bitumens ; Bonding strength ; Cement hydration ; Compacting ; Concrete mixing ; Construction ; Free energy ; High temperature ; Mechanical properties ; Mixtures ; Road maintenance ; Roads & highways ; Room temperature ; Tensile strength ; VOCs ; Volatile organic compounds ; Water damage ; Workability</subject><ispartof>Materials, 2022-07, Vol.15 (14), p.4840</ispartof><rights>2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><rights>2022 by the authors. 2022</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c383t-c33671f7e79e3140ba1d334b794ea844d0ff2c237b977d8f315a8bdd3ba1ff273</citedby><cites>FETCH-LOGICAL-c383t-c33671f7e79e3140ba1d334b794ea844d0ff2c237b977d8f315a8bdd3ba1ff273</cites><orcidid>0000-0003-2825-4662 ; 0000-0001-7310-1476</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC9316300/pdf/$$EPDF$$P50$$Gpubmedcentral$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC9316300/$$EHTML$$P50$$Gpubmedcentral$$Hfree_for_read</linktohtml><link.rule.ids>230,314,723,776,780,881,27901,27902,53766,53768</link.rule.ids></links><search><creatorcontrib>Yi, Jinming</creatorcontrib><creatorcontrib>Feng, Jianlin</creatorcontrib><creatorcontrib>Li, Yuanyuan</creatorcontrib><creatorcontrib>Bai, Tao</creatorcontrib><creatorcontrib>Chen, Anqi</creatorcontrib><creatorcontrib>Gao, Yangming</creatorcontrib><creatorcontrib>Wu, Fan</creatorcontrib><creatorcontrib>Wu, Shaopeng</creatorcontrib><creatorcontrib>Liu, Quantao</creatorcontrib><creatorcontrib>Li, Chuangmin</creatorcontrib><title>Research on Design and Performance of Self-Compacting Cement Emulsified Bitumen Mixture (CEBM)</title><title>Materials</title><description>To meet the needs of the road industry for maintenance operations, a new cement emulsified bitumen mixture (CEBM) with early-strength, self-compacting, and room-temperature construction characteristics was designed. 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In addition, the hydration products of cement and aggregate form a skeleton, and the emulsified bitumen film wraps and bonds the cement and aggregate together, creating strength. The emulsified bitumen, cement content, and curing conditions have significant effects on the stability of CEBM. The recommended dosage of emulsified bitumen and cement is 8% and 8–10%, respectively. This material integrates the hardening effect of cement and the viscoelastic performance of bitumen and has good workability, mechanical properties, and road performance. Therefore, the CEBM is technically feasible for application to bitumen pavement.</description><subject>Adhesion</subject><subject>Asphalt pavements</subject><subject>Bitumens</subject><subject>Bonding strength</subject><subject>Cement hydration</subject><subject>Compacting</subject><subject>Concrete mixing</subject><subject>Construction</subject><subject>Free energy</subject><subject>High temperature</subject><subject>Mechanical properties</subject><subject>Mixtures</subject><subject>Road maintenance</subject><subject>Roads & highways</subject><subject>Room temperature</subject><subject>Tensile strength</subject><subject>VOCs</subject><subject>Volatile organic compounds</subject><subject>Water damage</subject><subject>Workability</subject><issn>1996-1944</issn><issn>1996-1944</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNpdkU1v1DAQhi0EotXSC7_AEpeCtGBnnNi-INGwLUitQHxcsZxkvHWV2Fs7QfTf16tWQDuHmdHMo1fzQchLzt4CaPZusrzmQijBnpBDrnWz5lqIp__lB-Qo5ytWDICrSj8nB1ArpYDJQ_LrG2a0qb-kMdCPmP02UBsG-hWTi2myoUcaHf2Oo1u3cdrZfvZhS1ucMMx0My1j9s7jQE_8vJQavfB_5iUhPW43JxevX5Bnzo4Zj-7jivw83fxoP63Pv5x9bj-cr3tQMBcPjeROotQIXLDO8gFAdFILtEqIgTlX9RXITks5KAe8tqobBihg6UhYkfd3urulm3Doy3DJjmaX_GTTjYnWm4ed4C_NNv42GngD5TIrcnwvkOL1gnk2k889jqMNGJdsqkbXlRKNrAv66hF6FZcUynp7SjCuZbOn3txRfYo5J3R_h-HM7D9n_n0ObgHXLIkC</recordid><startdate>20220712</startdate><enddate>20220712</enddate><creator>Yi, Jinming</creator><creator>Feng, Jianlin</creator><creator>Li, Yuanyuan</creator><creator>Bai, Tao</creator><creator>Chen, Anqi</creator><creator>Gao, Yangming</creator><creator>Wu, Fan</creator><creator>Wu, Shaopeng</creator><creator>Liu, Quantao</creator><creator>Li, Chuangmin</creator><general>MDPI AG</general><general>MDPI</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8FD</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>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>PDBOC</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>7X8</scope><scope>5PM</scope><orcidid>https://orcid.org/0000-0003-2825-4662</orcidid><orcidid>https://orcid.org/0000-0001-7310-1476</orcidid></search><sort><creationdate>20220712</creationdate><title>Research on Design and Performance of Self-Compacting Cement Emulsified Bitumen Mixture (CEBM)</title><author>Yi, Jinming ; Feng, Jianlin ; Li, Yuanyuan ; Bai, Tao ; Chen, Anqi ; Gao, Yangming ; Wu, Fan ; Wu, Shaopeng ; Liu, Quantao ; Li, Chuangmin</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c383t-c33671f7e79e3140ba1d334b794ea844d0ff2c237b977d8f315a8bdd3ba1ff273</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Adhesion</topic><topic>Asphalt pavements</topic><topic>Bitumens</topic><topic>Bonding strength</topic><topic>Cement hydration</topic><topic>Compacting</topic><topic>Concrete mixing</topic><topic>Construction</topic><topic>Free energy</topic><topic>High temperature</topic><topic>Mechanical properties</topic><topic>Mixtures</topic><topic>Road maintenance</topic><topic>Roads & highways</topic><topic>Room temperature</topic><topic>Tensile strength</topic><topic>VOCs</topic><topic>Volatile organic compounds</topic><topic>Water damage</topic><topic>Workability</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Yi, Jinming</creatorcontrib><creatorcontrib>Feng, Jianlin</creatorcontrib><creatorcontrib>Li, Yuanyuan</creatorcontrib><creatorcontrib>Bai, Tao</creatorcontrib><creatorcontrib>Chen, Anqi</creatorcontrib><creatorcontrib>Gao, Yangming</creatorcontrib><creatorcontrib>Wu, Fan</creatorcontrib><creatorcontrib>Wu, Shaopeng</creatorcontrib><creatorcontrib>Liu, Quantao</creatorcontrib><creatorcontrib>Li, Chuangmin</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Materials Science Collection</collection><collection>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>ProQuest Central China</collection><collection>MEDLINE - Academic</collection><collection>PubMed Central (Full Participant titles)</collection><jtitle>Materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Yi, Jinming</au><au>Feng, Jianlin</au><au>Li, Yuanyuan</au><au>Bai, Tao</au><au>Chen, Anqi</au><au>Gao, Yangming</au><au>Wu, Fan</au><au>Wu, Shaopeng</au><au>Liu, Quantao</au><au>Li, Chuangmin</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Research on Design and Performance of Self-Compacting Cement Emulsified Bitumen Mixture (CEBM)</atitle><jtitle>Materials</jtitle><date>2022-07-12</date><risdate>2022</risdate><volume>15</volume><issue>14</issue><spage>4840</spage><pages>4840-</pages><issn>1996-1944</issn><eissn>1996-1944</eissn><abstract>To meet the needs of the road industry for maintenance operations, a new cement emulsified bitumen mixture (CEBM) with early-strength, self-compacting, and room-temperature construction characteristics was designed. The strength formation mechanism of CEBM was revealed with a scanning electron microscope (SEM) and the surface free energy (SFE) theory. The mechanical properties and road performance of the CEBM were investigated extensively. The results show that before the demulsification of emulsified bitumen, the SFE of the bitumen–aggregate–water three-phase system was reduced due to the replacement of the bitumen–aggregate interface with water. The adhesion work between the emulsified bitumen and the aggregate is negative, which means the adhesion between the emulsified bitumen and the aggregate will not occur spontaneously due to the existence of water. The liquid emulsified bitumen improves the workability of the mixture and ensures that the mixture can be evenly mixed and self-compacted. After demulsification, the work of adhesion between the residual bitumen and the aggregate is positive, which means residual bitumen and aggregate can bond spontaneously. In addition, the hydration products of cement and aggregate form a skeleton, and the emulsified bitumen film wraps and bonds the cement and aggregate together, creating strength. The emulsified bitumen, cement content, and curing conditions have significant effects on the stability of CEBM. The recommended dosage of emulsified bitumen and cement is 8% and 8–10%, respectively. This material integrates the hardening effect of cement and the viscoelastic performance of bitumen and has good workability, mechanical properties, and road performance. Therefore, the CEBM is technically feasible for application to bitumen pavement.</abstract><cop>Basel</cop><pub>MDPI AG</pub><pmid>35888307</pmid><doi>10.3390/ma15144840</doi><orcidid>https://orcid.org/0000-0003-2825-4662</orcidid><orcidid>https://orcid.org/0000-0001-7310-1476</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Adhesion Asphalt pavements Bitumens Bonding strength Cement hydration Compacting Concrete mixing Construction Free energy High temperature Mechanical properties Mixtures Road maintenance Roads & highways Room temperature Tensile strength VOCs Volatile organic compounds Water damage Workability |
title | Research on Design and Performance of Self-Compacting Cement Emulsified Bitumen Mixture (CEBM) |
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