Investigating the Effect of Various Fillers on Cohesive Failure Mechanism in Asphalt Mixtures
In the current research attempts have been made to investigate the effect of various fillers on the resistance to mastic failure using mechanical and thermodynamic methods. Two types of granite and limestone aggregates with acidic and basic characteristics were used, respectively. Besides, four type...
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| Veröffentlicht in: | Periodica polytechnica. Civil engineering. Bauingenieurwesen 2020-01, Vol.64 (1), p.144-155 |
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| container_title | Periodica polytechnica. Civil engineering. Bauingenieurwesen |
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| creator | Hamedi, Gholam Hossein Sohrabi, Mohsen Sakanlou, Farhad Tahami, Seyed Amid |
| description | In the current research attempts have been made to investigate the effect of various fillers on the resistance to mastic failure using mechanical and thermodynamic methods. Two types of granite and limestone aggregates with acidic and basic characteristics were used, respectively. Besides, four types of filler including calcium carbonate, hydrated lime, Portland cement and stone powder and two types asphalt binder PEN 60-70 and PEN 85-100 were used. Calcium carbonate and hydrated lime had the most effect and Portland cement and stone powder had the least effect on strength reduction. In addition, the results obtained by modified Lottman test showed that the use of hydrated lime and calcium carbonate increased resistance to moisture damage. The results of correlation coefficients show the necessity of using the effect of filler on cohesion free energy calculation in the surface free energy to investigate cohesion failure in different asphalt mixtures. |
| doi_str_mv | 10.3311/PPci.14505 |
| format | Article |
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Two types of granite and limestone aggregates with acidic and basic characteristics were used, respectively. Besides, four types of filler including calcium carbonate, hydrated lime, Portland cement and stone powder and two types asphalt binder PEN 60-70 and PEN 85-100 were used. Calcium carbonate and hydrated lime had the most effect and Portland cement and stone powder had the least effect on strength reduction. In addition, the results obtained by modified Lottman test showed that the use of hydrated lime and calcium carbonate increased resistance to moisture damage. The results of correlation coefficients show the necessity of using the effect of filler on cohesion free energy calculation in the surface free energy to investigate cohesion failure in different asphalt mixtures.</description><identifier>ISSN: 0553-6626</identifier><identifier>EISSN: 1587-3773</identifier><identifier>DOI: 10.3311/PPci.14505</identifier><language>eng</language><publisher>BUDAPEST: Budapest Univ Technology Economics</publisher><subject>Asphalt ; Asphalt mixes ; Bituminous cements ; Calcium ; Calcium carbonate ; Calcium carbonates ; Carbonates ; Cement ; Coefficients ; Cohesion ; Concrete ; Correlation coefficients ; Engineering ; Engineering, Civil ; Failure mechanisms ; Fillers ; Free energy ; Lime ; Limestone ; Moisture resistance ; Portland cement ; Portland cements ; Science & Technology ; Technology</subject><ispartof>Periodica polytechnica. Civil engineering. 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Civil engineering. Bauingenieurwesen</title><addtitle>PERIOD POLYTECH-CIV</addtitle><description>In the current research attempts have been made to investigate the effect of various fillers on the resistance to mastic failure using mechanical and thermodynamic methods. Two types of granite and limestone aggregates with acidic and basic characteristics were used, respectively. Besides, four types of filler including calcium carbonate, hydrated lime, Portland cement and stone powder and two types asphalt binder PEN 60-70 and PEN 85-100 were used. Calcium carbonate and hydrated lime had the most effect and Portland cement and stone powder had the least effect on strength reduction. In addition, the results obtained by modified Lottman test showed that the use of hydrated lime and calcium carbonate increased resistance to moisture damage. The results of correlation coefficients show the necessity of using the effect of filler on cohesion free energy calculation in the surface free energy to investigate cohesion failure in different asphalt mixtures.</description><subject>Asphalt</subject><subject>Asphalt mixes</subject><subject>Bituminous cements</subject><subject>Calcium</subject><subject>Calcium carbonate</subject><subject>Calcium carbonates</subject><subject>Carbonates</subject><subject>Cement</subject><subject>Coefficients</subject><subject>Cohesion</subject><subject>Concrete</subject><subject>Correlation coefficients</subject><subject>Engineering</subject><subject>Engineering, Civil</subject><subject>Failure mechanisms</subject><subject>Fillers</subject><subject>Free energy</subject><subject>Lime</subject><subject>Limestone</subject><subject>Moisture resistance</subject><subject>Portland cement</subject><subject>Portland cements</subject><subject>Science & Technology</subject><subject>Technology</subject><issn>0553-6626</issn><issn>1587-3773</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><sourceid>AOWDO</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNqNkDtPwzAQgC0EEuWx8AsssYFSbF_shBFFFJBAdAA2FLnuhbhK7WI7Bf49KUXMTD75vnt9hJxwNgbg_GI6NXbMc8nkDhlxWRYZFAXskhGTEjKlhNonBzEuGFMSgI3I651bY0z2TSfr3mhqkV43DZpEfUNfdLC-j3Riuw5DpN7RyrcY7RrpRNuuD0gf0LTa2bik1tGruGp1l-iD_UxDMh6RvUZ3EY9_30PyPLl-qm6z-8ebu-rqPjPiUqZMAxgs-dwgctBcCcO4ZLlAIQphjJghCl7qXOF8jnqWI3Ac_nQpmWiYATgkp9u-q-Df--GeeuH74IaRtQB1WTAGhRiosy1lgo8xYFOvgl3q8FVzVm_01Rt99Y--AT7fwh848000Fp3BvwLGmOR5CbkaIr5ZoPw_Xdk02Pau8r1L8A2TR4RB</recordid><startdate>20200101</startdate><enddate>20200101</enddate><creator>Hamedi, Gholam Hossein</creator><creator>Sohrabi, Mohsen</creator><creator>Sakanlou, Farhad</creator><creator>Tahami, Seyed Amid</creator><general>Budapest Univ Technology Economics</general><general>Periodica Polytechnica, Budapest University of Technology and Economics</general><scope>AOWDO</scope><scope>BLEPL</scope><scope>DTL</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7UA</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>BYOGL</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KR7</scope><scope>L.G</scope><scope>L6V</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><orcidid>https://orcid.org/0000-0003-2100-8805</orcidid><orcidid>https://orcid.org/0000-0003-4421-3721</orcidid></search><sort><creationdate>20200101</creationdate><title>Investigating the Effect of Various Fillers on Cohesive Failure Mechanism in Asphalt Mixtures</title><author>Hamedi, Gholam Hossein ; 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Civil engineering. Bauingenieurwesen</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Hamedi, Gholam Hossein</au><au>Sohrabi, Mohsen</au><au>Sakanlou, Farhad</au><au>Tahami, Seyed Amid</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Investigating the Effect of Various Fillers on Cohesive Failure Mechanism in Asphalt Mixtures</atitle><jtitle>Periodica polytechnica. Civil engineering. Bauingenieurwesen</jtitle><stitle>PERIOD POLYTECH-CIV</stitle><date>2020-01-01</date><risdate>2020</risdate><volume>64</volume><issue>1</issue><spage>144</spage><epage>155</epage><pages>144-155</pages><issn>0553-6626</issn><eissn>1587-3773</eissn><abstract>In the current research attempts have been made to investigate the effect of various fillers on the resistance to mastic failure using mechanical and thermodynamic methods. Two types of granite and limestone aggregates with acidic and basic characteristics were used, respectively. Besides, four types of filler including calcium carbonate, hydrated lime, Portland cement and stone powder and two types asphalt binder PEN 60-70 and PEN 85-100 were used. Calcium carbonate and hydrated lime had the most effect and Portland cement and stone powder had the least effect on strength reduction. In addition, the results obtained by modified Lottman test showed that the use of hydrated lime and calcium carbonate increased resistance to moisture damage. 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| source | Elektronische Zeitschriftenbibliothek (Open access); Alma/SFX Local Collection |
| subjects | Asphalt Asphalt mixes Bituminous cements Calcium Calcium carbonate Calcium carbonates Carbonates Cement Coefficients Cohesion Concrete Correlation coefficients Engineering Engineering, Civil Failure mechanisms Fillers Free energy Lime Limestone Moisture resistance Portland cement Portland cements Science & Technology Technology |
| title | Investigating the Effect of Various Fillers on Cohesive Failure Mechanism in Asphalt Mixtures |
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