{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,3,12]],"date-time":"2026-03-12T11:25:23Z","timestamp":1773314723080,"version":"3.50.1"},"reference-count":38,"publisher":"American Society of Civil Engineers (ASCE)","issue":"3","content-domain":{"domain":["ascelibrary.org"],"crossmark-restriction":true},"short-container-title":["J. Mater. Civ. Eng."],"published-print":{"date-parts":[[2014,3]]},"DOI":"10.1061\/(asce)mt.1943-5533.0000815","type":"journal-article","created":{"date-parts":[[2013,3,9]],"date-time":"2013-03-09T05:37:18Z","timestamp":1362807438000},"page":"457-465","update-policy":"https:\/\/doi.org\/10.1061\/do.news.20190416.0001","source":"Crossref","is-referenced-by-count":51,"title":["Behavior of Natural Fiber in Stone Matrix Asphalt Mixtures Using Two Design Methods"],"prefix":"10.1061","volume":"26","author":[{"given":"Aline Colares do","family":"Vale","sequence":"first","affiliation":[{"name":"Pavements Mechanics Laboratory, Dept. of Civil Engineering, Univ. of Minho, Minho, Portugal (corresponding author)."}]},{"given":"Mich\u00e9le Dal To\u00e9","family":"Casagrande","sequence":"additional","affiliation":[{"name":"Geotechnical and Environmental Laboratory, Dept. of Civil Engineering, Pontifical Catholic Univ. of Rio de Janeiro, Rio de Janeiro, Brazil."}]},{"given":"Jorge Barbosa","family":"Soares","sequence":"additional","affiliation":[{"name":"Pavement Mechanics Laboratory, Dept. of Transportation Engineering, Federal Univ. of Cear\u00e1, Cear\u00e1, Brazil."}]}],"member":"30","reference":[{"key":"e_1_3_1_2_1","unstructured":"AASHTO. (1989). \u201cResistance of compacted bituminous mixture to moisture induced damage.\u201d T-283 Washington DC."},{"key":"e_1_3_1_3_1","unstructured":"AASHTO. (1997). \u201cDetermination of draindown characteristics in uncompacted asphalt mixtures.\u201d T-305 Washington DC."},{"key":"e_1_3_1_4_1","unstructured":"AASHTO. (2001a). \u201cStandard practice for designing stone matrix asphalt (SMA).\u201d PP-41 Washington DC."},{"key":"e_1_3_1_5_1","unstructured":"AASHTO. (2001b). \u201cStandard specification for designing stone matrix asphalt (SMA).\u201d MP-8 Washington DC."},{"key":"e_1_3_1_6_1","unstructured":"Ag\u00eancia Nacional do Petr\u00f3leo (ANP). (2005). \u201cResolu\u00e7\u00e3o ANP N\u00b019 de 11.7.2005 DOU 12.7.2005.\u201d Regulamento t\u00e9cnico N\u00b03\/2005."},{"key":"e_1_3_1_7_1","unstructured":"Araujo P. C. Jr. Vale A. C. Soares J. B. and Casagrande M. D. T. (2008). \u201cAn\u00e1lise laboratorial do cimento asf\u00e1ltico de petr\u00f3leo\u2014CAP 30\/45\u2014em misturas asf\u00e1lticas.\u201d Proc. 19o. Encontro de Asfalto Rio de Janeiro Brazil."},{"key":"e_1_3_1_8_1","unstructured":"ASTM. (1989). \u201cTest method for resistance of plastic flow of bituminous mixtures using Marshall apparatus.\u201d D1559 West Conshohocken PA."},{"key":"e_1_3_1_9_1","unstructured":"ASTM. (2005). \u201cStandard test method for flash and fire points by Cleveland open cup tester.\u201d D92 West Conshohocken PA."},{"key":"e_1_3_1_10_1","unstructured":"ASTM. (2006a). \u201cStandard test method for penetration of bituminous materials.\u201d D5 West Conshohocken PA."},{"key":"e_1_3_1_11_1","unstructured":"ASTM. (2006b). \u201cStandard test method for softening point of bitumen (ring-and-ball apparatus).\u201d D36 West Conshohocken PA."},{"key":"e_1_3_1_12_1","unstructured":"ASTM. (2006c). \u201cStandard test method for viscosity determination of asphalt at elevated temperatures using a rotational viscometer.\u201d D4402 West Conshohocken PA."},{"key":"e_1_3_1_13_1","unstructured":"Bose S. Kamaraj C. and Nanda P. K. (2006). \u201cStone mastic asphalt (SMA)\u2013a long life pavement surface.\u201d Proc. Int. Seminar on Innovations in Construction and Maintenance of Flexible Pavements Vol.\u00a01 169\u201317."},{"key":"e_1_3_1_14_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.resconrec.2004.04.005"},{"key":"e_1_3_1_15_1","unstructured":"Brown E. R. (1992). \u201cExperience with stone matrix asphalt in the United States.\u201d NCAT Rep. No. 93-4 National Center for Asphalt Technology Auburn Univ. Auburn AL."},{"key":"e_1_3_1_16_1","unstructured":"Brown E. R. and Manglorkar H. (1993). \u201cEvaluation of laboratory properties of SMA mixtures.\u201d NCAT Rep. No. 93-5 Auburn Univ. Auburn AL."},{"key":"e_1_3_1_17_1","unstructured":"Cooley L. A. Jr. and Hurley G. C. (2004). \u201cPotential of using stone matrix asphalt (SMA) in Mississippi.\u201d National Center for Asphalt Technology Auburn Univ. Auburn AL."},{"key":"e_1_3_1_18_1","unstructured":"Departamento Nacional de Estradas de Rodagem\u2013M\u00e9todo de Ensaio (DNER ME). (1994a). \u201cMisturas betuminosas\u2013determina\u00e7\u00e3o do m\u00f3dulo de resili\u00eancia.\u201d 133\/94 Rio de Janeiro RJ Brazil (in Portugese)."},{"key":"e_1_3_1_19_1","unstructured":"Departamento Nacional de Estradas de Rodagem\u2013M\u00e9todo de Ensaio (DNER ME). (1994b). \u201cMisturas betuminosas\u2013determina\u00e7\u00e3o da resist\u00eancia \u00e0 tra\u00e7\u00e3o por compress\u00e3o diametral.\u201d 138\/94 Rio de Janeiro RJ Brazil (in Portugese)."},{"key":"e_1_3_1_20_1","unstructured":"Departamento Nacional de Infra-Estrutura de Transportes (DNIT). (2006). \u201cPavimentos flex\u00edveis\u2013concreto asf\u00e1ltico.\u201d ME 31 (in Portugese)."},{"key":"e_1_3_1_21_1","doi-asserted-by":"publisher","DOI":"10.1061\/47623(402)10"},{"key":"e_1_3_1_22_1","first-page":"78","article-title":"Mix design and performance of crumb rubber modified asphalt SMA","author":"Dong Y.","year":"2011","journal-title":"J. Mater. Civ. Eng."},{"key":"e_1_3_1_23_1","unstructured":"Epps J. A. Sebaaly P. E. Penaranda J. Maher M. R. McCann M. B. and Hand A. J. (2000). \u201cCompatibility of a test for moisture-induced damage with Superpave volumetric mix design.\u201d NCHRP Rep. 444 Transportation Research Board National Research Council Washington DC."},{"key":"e_1_3_1_24_1","unstructured":"Esmeraldo M. A. (2006). \u201cPrepara\u00e7\u00e3o de novos comp\u00f3sitos suportados em matriz de fibra vegetal\/ natural.\u201d Disserta\u00e7\u00e3o de Mestrado UFC Fortaleza CE Brazil."},{"issue":"1","key":"e_1_3_1_25_1","first-page":"44","article-title":"The effect of using glass power filler on hot asphalt concrete mixture properties","volume":"29","author":"Hassan J. H.","year":"2010","journal-title":"Eng. Technol. J."},{"key":"e_1_3_1_26_1","first-page":"77","volume-title":"Highway Res. Bull. No. 71","author":"Kumar P.","year":"2004"},{"key":"e_1_3_1_27_1","first-page":"287","article-title":"Performance of stone matrix asphalt pavements in Maryland","volume":"72","author":"Micheal L.","year":"2003","journal-title":"J. Assoc. Asphalt Pav. Technol."},{"key":"e_1_3_1_28_1","unstructured":"Motta L. M. G. Leite L. F. M. Bernucci L. B. and Ceratti J. A. P. (2004). \u201cS\u00edntese de estudos sobre misturas asf\u00e1lticas tipo SMA.\u201d Proc. Anais do 17\u00b0Encontro de Asfalto artigo IBP901_04 Rio de Janeiro Brazil (in Portugese)."},{"key":"e_1_3_1_29_1","doi-asserted-by":"publisher","DOI":"10.3844\/ajassp.2006.2005.2010"},{"key":"e_1_3_1_30_1","unstructured":"Neubauer O. and Partl M. N. (2004). \u201cImpact of binder content on selected properties of stone matrix asphalt.\u201d Proc. 3rd Euroasphalt & Eurobitumen Congress Vienna 1614\u20131621."},{"key":"e_1_3_1_31_1","unstructured":"Neves Filho C. L. D. Bernucci L. L. B. and Fernandes J. L. Jr. (2004). \u201cAvalia\u00e7\u00e3o de misturas asf\u00e1lticas SMA produzidas com ligante asfalto-borracha quanto ao m\u00f3dulo de resili\u00eancia a resist\u00eancia \u00e0 tra\u00e7\u00e3o e fadiga.\u201d Proc. 17o. Encontro de Asfalto Vol.\u00a01 Rio de Janeiro 128\u2013136 (in Portugese)."},{"key":"e_1_3_1_32_1","volume-title":"Finnish asphalt specifications","author":"Pank H.","year":"1995"},{"key":"e_1_3_1_33_1","unstructured":"Pinto S. and Motta L. M. G. (1995). \u201cCat\u00e1logo de curvas de fadiga.\u201d Boletim T\u00e9cnico N\u00b016 Associa\u00e7\u00e3o Brasileira de Pavimenta\u00e7\u00e3o (ABPv) Rio de Janeiro Brazil (in Portugese)."},{"key":"e_1_3_1_34_1","first-page":"61","volume-title":"Highway Res. Bull. No. 71","author":"Punith V. S.","year":"2004"},{"key":"e_1_3_1_35_1","unstructured":"Soares J. B. Motta L. M. Paiva J. A. A. and Branco J. V. C. (2000). \u201cPropriedades mec\u00e2nicas de misturas asf\u00e1lticas com varia\u00e7\u00e3o de granulometria e de CAP.\u201d Aceito para publica\u00e7\u00e3o no 15\u00b0Encontro de Asfalto IBP Rio de Janeiro (in Portugese)."},{"key":"e_1_3_1_36_1","unstructured":"Solamanian M. Harvey J. Tahmoress I. M. and Tandon V. (2003). \u201cTest method to predict moisture sensitivity of hot-mix asphalt pavements.\u201d Transportation Research Record Transportation Research Board Washington DC 77\u2013110."},{"key":"e_1_3_1_37_1","unstructured":"Vale A. C. Pinto I. C. Soares J. B. and Dantas Neto S. A. (2006). \u201cEstudo laboratorial da viabilidade do uso de fibras de coco em misturas asf\u00e1lticas do tipo SMA.\u201d Proc. Anais do 18\u00b0Encontro de Asfalto artigo IBP0049_06 Rio de Janeiro Brazil (in Portugese)."},{"key":"e_1_3_1_38_1","unstructured":"Vasconcelos K. L. (2004). \u201ccomportamento mec\u00e2nico de misturas asf\u00e1lticas \u00e0 quente dosadas pelas metodologias Marshall e Superpave com diferentes granulometrias.\u201d Disserta\u00e7\u00e3o de Mestrado Programa de Mestrado em Engenharia de Transportes Universidade Federal do Cear\u00e1 Fortaleza CE 149 fl (in Portugese)."},{"key":"e_1_3_1_39_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2008.05.009"}],"container-title":["Journal of Materials in Civil Engineering"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/ascelibrary.org\/doi\/pdf\/10.1061\/%28ASCE%29MT.1943-5533.0000815","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2022,6,10]],"date-time":"2022-06-10T15:47:41Z","timestamp":1654876061000},"score":1,"resource":{"primary":{"URL":"https:\/\/ascelibrary.org\/doi\/10.1061\/%28ASCE%29MT.1943-5533.0000815"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2014,3]]},"references-count":38,"journal-issue":{"issue":"3","published-print":{"date-parts":[[2014,3]]}},"alternative-id":["10.1061\/(ASCE)MT.1943-5533.0000815"],"URL":"https:\/\/doi.org\/10.1061\/(asce)mt.1943-5533.0000815","relation":{},"ISSN":["0899-1561","1943-5533"],"issn-type":[{"value":"0899-1561","type":"print"},{"value":"1943-5533","type":"electronic"}],"subject":[],"published":{"date-parts":[[2014,3]]},"assertion":[{"value":"2012-08-08","order":0,"name":"received","label":"Received","group":{"name":"publication_history","label":"Publication History"}},{"value":"2013-03-07","order":1,"name":"accepted","label":"Accepted","group":{"name":"publication_history","label":"Publication History"}},{"value":"2013-03-09","order":2,"name":"published","label":"Published","group":{"name":"publication_history","label":"Publication History"}}]}}