The Modification Mechanism, Evaluation Method, and Construction Technology of Direct-to-Plant SBS Modifiers in Asphalt Mixture: A Review
To further promote the development of research on direct-to-plant SBS-modified asphalt, this article analyzes the development of direct-to-plant SBS modifiers. Starting from the material composition and mechanism of action, common direct-to-plant SBS modifiers were analyzed and classified into four...
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description | To further promote the development of research on direct-to-plant SBS-modified asphalt, this article analyzes the development of direct-to-plant SBS modifiers. Starting from the material composition and mechanism of action, common direct-to-plant SBS modifiers were analyzed and classified into four categories based on their mechanism of action, including the instant dissolution principle, intramolecular lubrication principle, non-granulation principle, and vulcanization principle. From the evaluation of the modification effect, the method of studying the performance of direct-to-plant SBS-modified asphalt is summarized, including fluorescence microscopy, AFM technology, and molecular dynamics simulation technology. From the perspective of practical application, the construction process of direct-to-plant SBS-modified asphalt was discussed, including the design stage, raw material preparation stage, mix design stage, and on-site construction stage. The results show that common direct-to-plant SBS modifiers are primarily SBS with a small particle size (less than 200 mesh) or specific model, supplemented by additives (EVA, naphthenic oil, sulfur, petroleum resin, etc.), which improve melting efficiency and lubricity or make it undergo vulcanization reaction, change the proportion of asphalt components, and improve stability. In the evaluation of the modification effect of direct-to-plant SBS-modified asphalt, the disparity of the direct-to-plant SBS modifier is determined by observing the particle residue after dry mixing. Macroscopic indexes of modified asphalt and modified asphalt mixture are used to determine the cross-linking effect of direct-to-plant SBS modifier and asphalt, and the modification mechanism and modification effect of wet SBS modifier are evaluated at the microscopic level. The development of direct-to-plant SBS-modified asphalt should combine the characteristics of direct-to-plant SBS modifiers and the attributes of field application, targeted research, and the development of high-performance direct-to-plant SBS modifiers and complete production technologies applicable to different regions, strengthen the improvement of modification effect evaluation, and form a complete theoretical system. |
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Starting from the material composition and mechanism of action, common direct-to-plant SBS modifiers were analyzed and classified into four categories based on their mechanism of action, including the instant dissolution principle, intramolecular lubrication principle, non-granulation principle, and vulcanization principle. From the evaluation of the modification effect, the method of studying the performance of direct-to-plant SBS-modified asphalt is summarized, including fluorescence microscopy, AFM technology, and molecular dynamics simulation technology. From the perspective of practical application, the construction process of direct-to-plant SBS-modified asphalt was discussed, including the design stage, raw material preparation stage, mix design stage, and on-site construction stage. The results show that common direct-to-plant SBS modifiers are primarily SBS with a small particle size (less than 200 mesh) or specific model, supplemented by additives (EVA, naphthenic oil, sulfur, petroleum resin, etc.), which improve melting efficiency and lubricity or make it undergo vulcanization reaction, change the proportion of asphalt components, and improve stability. In the evaluation of the modification effect of direct-to-plant SBS-modified asphalt, the disparity of the direct-to-plant SBS modifier is determined by observing the particle residue after dry mixing. Macroscopic indexes of modified asphalt and modified asphalt mixture are used to determine the cross-linking effect of direct-to-plant SBS modifier and asphalt, and the modification mechanism and modification effect of wet SBS modifier are evaluated at the microscopic level. The development of direct-to-plant SBS-modified asphalt should combine the characteristics of direct-to-plant SBS modifiers and the attributes of field application, targeted research, and the development of high-performance direct-to-plant SBS modifiers and complete production technologies applicable to different regions, strengthen the improvement of modification effect evaluation, and form a complete theoretical system.</description><identifier>ISSN: 2073-4360</identifier><identifier>EISSN: 2073-4360</identifier><identifier>DOI: 10.3390/polym15132768</identifier><identifier>PMID: 37447414</identifier><language>eng</language><publisher>Switzerland: MDPI AG</publisher><subject>Additives ; Analysis ; Asphalt mixes ; Asphalt pavements ; Construction ; Crosslinked polymers ; Crosslinking ; Energy consumption ; Finite element method ; Fluorescence microscopy ; Granulation ; Lubricity ; Molecular dynamics ; Particle size ; Performance indices ; Principles ; R&D ; Raw materials ; Research & development ; Review ; Roads & highways ; Scrap ; Stability analysis ; Temperature ; Viscosity ; Vulcanization</subject><ispartof>Polymers, 2023-06, Vol.15 (13), p.2768</ispartof><rights>COPYRIGHT 2023 MDPI AG</rights><rights>2023 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>2023 by the authors. 2023</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c455t-f5d46ee5b559decd35f148bd0d6df830f1a42236c87bdf073f3b10cfb1b044e03</citedby><cites>FETCH-LOGICAL-c455t-f5d46ee5b559decd35f148bd0d6df830f1a42236c87bdf073f3b10cfb1b044e03</cites><orcidid>0000-0002-2100-4858 ; 0000-0002-5480-5010</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/PMC10346140/pdf/$$EPDF$$P50$$Gpubmedcentral$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC10346140/$$EHTML$$P50$$Gpubmedcentral$$Hfree_for_read</linktohtml><link.rule.ids>230,314,723,776,780,881,27901,27902,53766,53768</link.rule.ids><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/37447414$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Yan, Xiang</creatorcontrib><creatorcontrib>Wu, Di</creatorcontrib><creatorcontrib>Hu, Kui</creatorcontrib><creatorcontrib>Zhang, Wengang</creatorcontrib><creatorcontrib>Xing, Jianbao</creatorcontrib><creatorcontrib>Cui, Lilong</creatorcontrib><creatorcontrib>Shi, Silin</creatorcontrib><creatorcontrib>Yang, Jixu</creatorcontrib><creatorcontrib>Yang, Chengxu</creatorcontrib><title>The Modification Mechanism, Evaluation Method, and Construction Technology of Direct-to-Plant SBS Modifiers in Asphalt Mixture: A Review</title><title>Polymers</title><addtitle>Polymers (Basel)</addtitle><description>To further promote the development of research on direct-to-plant SBS-modified asphalt, this article analyzes the development of direct-to-plant SBS modifiers. Starting from the material composition and mechanism of action, common direct-to-plant SBS modifiers were analyzed and classified into four categories based on their mechanism of action, including the instant dissolution principle, intramolecular lubrication principle, non-granulation principle, and vulcanization principle. From the evaluation of the modification effect, the method of studying the performance of direct-to-plant SBS-modified asphalt is summarized, including fluorescence microscopy, AFM technology, and molecular dynamics simulation technology. From the perspective of practical application, the construction process of direct-to-plant SBS-modified asphalt was discussed, including the design stage, raw material preparation stage, mix design stage, and on-site construction stage. The results show that common direct-to-plant SBS modifiers are primarily SBS with a small particle size (less than 200 mesh) or specific model, supplemented by additives (EVA, naphthenic oil, sulfur, petroleum resin, etc.), which improve melting efficiency and lubricity or make it undergo vulcanization reaction, change the proportion of asphalt components, and improve stability. In the evaluation of the modification effect of direct-to-plant SBS-modified asphalt, the disparity of the direct-to-plant SBS modifier is determined by observing the particle residue after dry mixing. Macroscopic indexes of modified asphalt and modified asphalt mixture are used to determine the cross-linking effect of direct-to-plant SBS modifier and asphalt, and the modification mechanism and modification effect of wet SBS modifier are evaluated at the microscopic level. The development of direct-to-plant SBS-modified asphalt should combine the characteristics of direct-to-plant SBS modifiers and the attributes of field application, targeted research, and the development of high-performance direct-to-plant SBS modifiers and complete production technologies applicable to different regions, strengthen the improvement of modification effect evaluation, and form a complete theoretical system.</description><subject>Additives</subject><subject>Analysis</subject><subject>Asphalt mixes</subject><subject>Asphalt pavements</subject><subject>Construction</subject><subject>Crosslinked polymers</subject><subject>Crosslinking</subject><subject>Energy consumption</subject><subject>Finite element method</subject><subject>Fluorescence microscopy</subject><subject>Granulation</subject><subject>Lubricity</subject><subject>Molecular dynamics</subject><subject>Particle size</subject><subject>Performance indices</subject><subject>Principles</subject><subject>R&D</subject><subject>Raw materials</subject><subject>Research & development</subject><subject>Review</subject><subject>Roads & highways</subject><subject>Scrap</subject><subject>Stability analysis</subject><subject>Temperature</subject><subject>Viscosity</subject><subject>Vulcanization</subject><issn>2073-4360</issn><issn>2073-4360</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNpdkk1vGyEQhlHVqoncHHutkHrpIZvCArubXirXTT-kWK0a97xiYbCJdsEB1q3_QX52cO1ESUECNPPMCzMMQq8pOWPsnLxf-347UEFZWVfNM3RckpoVnFXk-aPzETqJ8ZrkwUVV0folOmI15zWn_BjdLlaA515bY5VM1js8B7WSzsbhFF9sZD_eW9PK61MsncYz72IKo_rnWGTc-d4vt9gb_NkGUKlIvvjZS5fw1aergzqEiK3D07heyT7huf2bxgAf8BT_go2FP6_QCyP7CCeHfYJ-f7lYzL4Vlz--fp9NLwvFhUiFEZpXAKIT4lyD0kwYyptOE11p0zBiqORlySrV1J02uQSGdZQo09GOcA6ETdDHve567AbQClwKsm_XwQ4ybFsvbfvU4-yqXfpNSwnjFeU7hXcHheBvRoipHWxU0OeEwY-xLRvWlLnUhGX07X_otR-Dy_ntqCr_TpmXCTrbU0vZQ2ud8flilaeGwSrvwNhsn9ai4Q1t-E622Aeo4GMMYB6eT0m7a4z2SWNk_s3jnB_o-zZgdwyjtcc</recordid><startdate>20230621</startdate><enddate>20230621</enddate><creator>Yan, Xiang</creator><creator>Wu, Di</creator><creator>Hu, Kui</creator><creator>Zhang, Wengang</creator><creator>Xing, Jianbao</creator><creator>Cui, Lilong</creator><creator>Shi, Silin</creator><creator>Yang, Jixu</creator><creator>Yang, Chengxu</creator><general>MDPI AG</general><general>MDPI</general><scope>NPM</scope><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/0000-0002-2100-4858</orcidid><orcidid>https://orcid.org/0000-0002-5480-5010</orcidid></search><sort><creationdate>20230621</creationdate><title>The Modification Mechanism, Evaluation Method, and Construction Technology of Direct-to-Plant SBS Modifiers in Asphalt Mixture: A Review</title><author>Yan, Xiang ; 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Starting from the material composition and mechanism of action, common direct-to-plant SBS modifiers were analyzed and classified into four categories based on their mechanism of action, including the instant dissolution principle, intramolecular lubrication principle, non-granulation principle, and vulcanization principle. From the evaluation of the modification effect, the method of studying the performance of direct-to-plant SBS-modified asphalt is summarized, including fluorescence microscopy, AFM technology, and molecular dynamics simulation technology. From the perspective of practical application, the construction process of direct-to-plant SBS-modified asphalt was discussed, including the design stage, raw material preparation stage, mix design stage, and on-site construction stage. The results show that common direct-to-plant SBS modifiers are primarily SBS with a small particle size (less than 200 mesh) or specific model, supplemented by additives (EVA, naphthenic oil, sulfur, petroleum resin, etc.), which improve melting efficiency and lubricity or make it undergo vulcanization reaction, change the proportion of asphalt components, and improve stability. In the evaluation of the modification effect of direct-to-plant SBS-modified asphalt, the disparity of the direct-to-plant SBS modifier is determined by observing the particle residue after dry mixing. Macroscopic indexes of modified asphalt and modified asphalt mixture are used to determine the cross-linking effect of direct-to-plant SBS modifier and asphalt, and the modification mechanism and modification effect of wet SBS modifier are evaluated at the microscopic level. The development of direct-to-plant SBS-modified asphalt should combine the characteristics of direct-to-plant SBS modifiers and the attributes of field application, targeted research, and the development of high-performance direct-to-plant SBS modifiers and complete production technologies applicable to different regions, strengthen the improvement of modification effect evaluation, and form a complete theoretical system.</abstract><cop>Switzerland</cop><pub>MDPI AG</pub><pmid>37447414</pmid><doi>10.3390/polym15132768</doi><orcidid>https://orcid.org/0000-0002-2100-4858</orcidid><orcidid>https://orcid.org/0000-0002-5480-5010</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Additives Analysis Asphalt mixes Asphalt pavements Construction Crosslinked polymers Crosslinking Energy consumption Finite element method Fluorescence microscopy Granulation Lubricity Molecular dynamics Particle size Performance indices Principles R&D Raw materials Research & development Review Roads & highways Scrap Stability analysis Temperature Viscosity Vulcanization |
title | The Modification Mechanism, Evaluation Method, and Construction Technology of Direct-to-Plant SBS Modifiers in Asphalt Mixture: A Review |
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