{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,2,13]],"date-time":"2026-02-13T17:18:04Z","timestamp":1771003084494,"version":"3.50.1"},"reference-count":9,"publisher":"SAGE Publications","issue":"3","content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["JCM"],"published-print":{"date-parts":[[2021,8,2]]},"abstract":"<jats:p>In order to investigate the fatigue damage property of permeable friction courses (PFC) under the coupling action of water, temperature and load, the PFC with length of 2.93\u00a0m, width of 1.10\u00a0m and thickness of 0.04\u00a0m was prepare in the laboratory and tested by the accelerated loading testing system MMLS3. The profilometer and the portable seismic properties analyzer (PSPA) was utilized to measured the rutting depth and modulus of the whole asphalt pavement, respectively. It is found that the PFC is compaction-type rutting. In the position 200\u00a0mm, the modulus first increases and then decreases. The excess pore water pressure is not measured in pavement. The results can provide beneficial references for the design, construction and fatigue damage analysis of PFC.<\/jats:p>","DOI":"10.3233\/jcm-215148","type":"journal-article","created":{"date-parts":[[2021,6,15]],"date-time":"2021-06-15T13:56:48Z","timestamp":1623765408000},"page":"723-735","source":"Crossref","is-referenced-by-count":0,"title":["Fatigue damage property of permeable friction courses under the water-temperature-load coupling action"],"prefix":"10.1177","volume":"21","author":[{"given":"Xingmei","family":"Zhang","sequence":"first","affiliation":[{"name":"College of Civil Engineering, Chongqing Jiaotong University, Chongqing, China"},{"name":"College of Urban Construction, Chongqing Radio and TV University, Chongqing, China"}]},{"given":"Datian","family":"Yang","sequence":"additional","affiliation":[{"name":"College of Civil Engineering, Chongqing Jiaotong University, Chongqing, China"}]},{"given":"Guoxiong","family":"Wu","sequence":"additional","affiliation":[{"name":"College of Civil Engineering, Chongqing Jianzhu College, Chongqing, China"}]}],"member":"179","reference":[{"key":"10.3233\/JCM-215148_ref3","doi-asserted-by":"crossref","first-page":"425","DOI":"10.2478\/amns.2020.1.00040","article-title":"A finite difference method on layer-adapted mesh for singularly perturbed delay differential equations","volume":"5","author":"Erdogan","year":"2020","journal-title":"Applied Mathematics and Nonlinear Sciences"},{"key":"10.3233\/JCM-215148_ref6","doi-asserted-by":"crossref","unstructured":"M. Jurado, N. Gibson, M. Celaya and S. Nazarian, Evaluation of asphalt damage and cracking development with seismic pavement analyzer, 2012, 91st Annual Transportation Research Board Meeting in Washington, DC, 2012, pp. 47\u201354.","DOI":"10.3141\/2304-06"},{"key":"10.3233\/JCM-215148_ref12","first-page":"269","article-title":"Innovative asphalt research using accelerated pavement testing","volume":"23","author":"Partl","year":"2015","journal-title":"Journal of Marine Science and Technology"},{"key":"10.3233\/JCM-215148_ref15","first-page":"57","article-title":"Automated water-level detecting pump controller-cum-water quality analysis system","volume":"6","author":"Das","year":"2017","journal-title":"Advances in Industrial Engineering and Management"},{"key":"10.3233\/JCM-215148_ref16","unstructured":"Ministry of Transport of the People\u2019s Republic of China, JTG E20-2011 standard test methods of bitumen and bituminous mixtures for highway engineering, Beijing: China Communications Publishing & Media Management Co., Ltd., 2011."},{"key":"10.3233\/JCM-215148_ref17","unstructured":"Ministry of Transport of the People\u2019s Republic of China, JTG F40-2004 technical specifications for construction of highway asphalt pavements, Beijing: China Communications Publishing & Media Management Co., Ltd., 2004."},{"key":"10.3233\/JCM-215148_ref19","doi-asserted-by":"crossref","first-page":"571","DOI":"10.2478\/AMNS.2018.2.00044","article-title":"Oscillatory flow of a Casson fluid in an elastic tube with variable cross section","volume":"3","author":"Selvi","year":"2018","journal-title":"Applied Mathematics and Nonlinear Sciences"},{"key":"10.3233\/JCM-215148_ref20","unstructured":"PSPA & SPA Manager Manual, Geomedia Research & Development 2007 6040 Strahan Rd. El Paso, TX 79932 USA."},{"key":"10.3233\/JCM-215148_ref21","first-page":"54","article-title":"Effect of immersion conditions on fatigue life of asphalt concrete","volume":"35","author":"Yang","year":"2018","journal-title":"Road Machinery & Construction Mechanization"}],"container-title":["Journal of Computational Methods in Sciences and Engineering"],"original-title":[],"link":[{"URL":"https:\/\/content.iospress.com\/download?id=10.3233\/JCM-215148","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2026,2,13]],"date-time":"2026-02-13T16:31:24Z","timestamp":1771000284000},"score":1,"resource":{"primary":{"URL":"https:\/\/journals.sagepub.com\/doi\/full\/10.3233\/JCM-215148"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2021,8,2]]},"references-count":9,"journal-issue":{"issue":"3"},"URL":"https:\/\/doi.org\/10.3233\/jcm-215148","relation":{},"ISSN":["1472-7978","1875-8983"],"issn-type":[{"value":"1472-7978","type":"print"},{"value":"1875-8983","type":"electronic"}],"subject":[],"published":{"date-parts":[[2021,8,2]]}}}