{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,4,21]],"date-time":"2026-04-21T22:45:44Z","timestamp":1776811544786,"version":"3.51.2"},"reference-count":13,"publisher":"European Society of Computational Methods in Sciences and Engineering","issue":"5","content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["JCM"],"published-print":{"date-parts":[[2022,9,5]]},"abstract":"<jats:p>In order to investigate the fatigue failure of compacted asphalt mixtures, the static creep mechanical behavior of aggregate-asphalt interfaces was conducted which especially constructed the creep equation between the deformation-time of aggregate-asphalt interfaces. The hard sandstone cylinder specimens of 38 mm and 21 mm in diameter were used to measure the static creep and strength of aggregate-asphalt, respectively. Through the gravity of asphalt itself, the excess asphalt flowed away from the end face of samples. A thin layer film was adhered to the end surface of hard sandstone cylinder samples. Shear strength and direct tensile strength between the aggregate-asphalt interfaces were measured with the electronic universal testing machine (EUTM) at the loading velocity of 50 mm\/min and at 15\u2218C and 25\u2218C, respectively. The shear creep between the aggregate-asphalt interfaces was firstly done with EUTM successfully. The direct tensile creep was done with the universal testing machine (UTM). The shear creep deformation-time of the aggregate-asphalt interfaces was the power function relation. The direct tensile creep deformation-time of the aggregate-asphalt interfaces was also the power function relation. These power function relations of the aggregate-asphalt interfaces contribute to the following research about the fatigue failure of compacted asphalt mixtures.<\/jats:p>","DOI":"10.3233\/jcm-226392","type":"journal-article","created":{"date-parts":[[2022,8,23]],"date-time":"2022-08-23T11:35:42Z","timestamp":1661254542000},"page":"1809-1818","source":"Crossref","is-referenced-by-count":0,"title":["Experiment of static creep behavior of aggregate-asphalt interfaces"],"prefix":"10.66113","volume":"22","author":[{"given":"Xingmei","family":"Zhang","sequence":"first","affiliation":[{"name":"College of Civil Engineering, Chongqing Jiaotong University, Chongqing, China"},{"name":"Chongqing Radio and TV University, Chongqing, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Datian","family":"Yang","sequence":"additional","affiliation":[{"name":"College of Civil Engineering, Chongqing Jiaotong University, Chongqing, China"}],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"55691","reference":[{"issue":"1","key":"10.3233\/JCM-226392_ref1","doi-asserted-by":"crossref","first-page":"170","DOI":"10.1016\/j.matdes.2008.04.031","article-title":"Ravelling investigation of porous asphalt concrete based on fatigue characteristics of bitumen-stone adhesion and Mortar","volume":"30","author":"Mo","year":"2009","journal-title":"Mater Des."},{"issue":"10","key":"10.3233\/JCM-226392_ref2","doi-asserted-by":"crossref","first-page":"3621","DOI":"10.1016\/j.buildenv.2006.10.006","article-title":"Effect of asphalt film thickness on the moisture sensitivity characteristics of hot-mix asphalt","volume":"42","author":"Sengoz","year":"2007","journal-title":"Build Environ."},{"key":"10.3233\/JCM-226392_ref3","doi-asserted-by":"crossref","first-page":"12020","DOI":"10.1016\/j.conbuildmat.2020.120208","article-title":"Effect of asphalt film thickness on shear mechanical properties of asphalt-aggregate interface","volume":"263","author":"Dong","year":"2020","journal-title":"Constr Build Mater."},{"issue":"11","key":"10.3233\/JCM-226392_ref4","doi-asserted-by":"crossref","first-page":"1357","DOI":"10.1061\/(ASCE)EM.1943-7889.0000417","article-title":"Modeling failure of bitumen films in tension","volume":"138","author":"Portillo","year":"2012","journal-title":"J Eng Mech."},{"key":"10.3233\/JCM-226392_ref5","doi-asserted-by":"crossref","first-page":"83","DOI":"10.1177\/0361198196153500111","article-title":"Effect of asphalt film thickness on short- and long-term aging of asphalt paving mixtures","volume":"1535","author":"Kandhal","year":"1996","journal-title":"Transportation Research Record: J Transp Res Board."},{"key":"10.3233\/JCM-226392_ref6","doi-asserted-by":"crossref","first-page":"11","DOI":"10.1080\/14680629.2010.9690325","article-title":"Adhesive and cohesive properties of asphalt-aggregate systems subjected to moisture damage","volume":"11","author":"Canestrari","year":"2010","journal-title":"Road Mater Pavement Des."},{"key":"10.3233\/JCM-226392_ref7","unstructured":"Santagata FA, Cardone F, Canestrari F, Bahia HU. 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Evaluation of different test methods for bitumen adhesion properties. 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