{"id":847,"date":"2026-03-08T00:59:54","date_gmt":"2026-03-07T16:59:54","guid":{"rendered":"https:\/\/iweb20wp-b205b.url.tku.edu.tw\/jase\/?post_type=tkuisotope&p=847"},"modified":"2026-03-18T22:58:00","modified_gmt":"2026-03-18T14:58:00","slug":"fatigue-characteristics-of-inorganic-micro-powder-modified-asphalt-2","status":"publish","type":"tkuisotope","link":"\/jase\/?tkuisotope=fatigue-characteristics-of-inorganic-micro-powder-modified-asphalt-2","title":{"rendered":"Fatigue Characteristics of Inorganic Micro-Powder Modified Asphalt"},"content":{"rendered":"\n
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<\/i> 2026<\/a><\/p>\n<\/div>\n\n\n\n

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<\/i> Volume 30<\/a><\/p>\n<\/div>\n\n\n\n

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Xiaodong Jia1<\/sup>, Naixing Liang2<\/sup>, and Kaifeng Zheng3<\/sup><\/i><\/a><\/p>\n\n\n\n

1<\/sup>School of Urban Construction Engineering, Chongqing Open University, Chongqing 400052, China<\/p>\n\n\n\n

2<\/sup>School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China<\/p>\n\n\n\n

3<\/sup>Shenzhen Cheng Chung Design Co., Ltd., Shenzhen 518017, China<\/p>\n<\/div>\n\n\n\n

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Received:\u00a0June 19, 2025
Accepted:\u00a0November 11, 2025
Publication Date:\u00a0March 8, 2026<\/p>\n<\/div>\n<\/div>\n\n\n\n

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Fatigue life of modified asphalt Nf <\/em><\/sub>of different stresses<\/p>\n<\/div>\n<\/div>\n\n\n\n

<\/i> Copyright <\/strong>The Author(s). This is an open access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0)<\/a>, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are cited.<\/p>\n\n\n\n

Download Citation:\u00a0 RIS<\/a> | BibTeX <\/a>| http:\/\/dx.doi.org\/10.6180\/jase.202607_30.017<\/a>\u00a0\u00a0<\/p>\n\n\n\n

Download PDF<\/a><\/p>\n\n\n\n

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To explore the influence of inorganic-micro-powder materials on the fatigue perfor-mance of asphalt, hydrated lime (HL), silica fume (SF), and Portland cement (PC) were selected as representatives of inorganic-micropowder materials. Based on the type, content, a(1)nd particle size of inorganic-micro-powder materials, the influence of the micro-powder modifier on the fatigue performance of asphalt was analyzed by a dy-namic shear rheometer (DSR) time sweep test using dissipation energy index NDER and damage mechanics index C\u00d7N peak. The core characteristic parameters of the mi-cro-powder that affect the fatigue life of asphalt were determined. The results show that, among the three different types of micro-powder, the influence of SF on the fatigue performance of asphalt was the most significant, followed by HL, and PC was the least influential. An increase of stress resulted in a gradual decrease of the influence of various micro-powder modifiers on the fatigue performance of asphalt. The surface area content (It refers to the surface area value of micro-powder per gram of asphalt material) of micro-powder is purported to be the core characteristic parameter affecting the fa-tigue life of asphalt, and the surface content stress fatigue equation between the fatigue life of the modified asphalt and the surface content and stress of micro-powder was established. The fatigue life prediction of micro-powder modified asphalt under the influence of different surface area content was realized.<\/p>\n\n\n\n

Keywords:\u00a0Portland cement; Silica fume; Hydrated lime; Particle size; Surface volume; Fatigue performance<\/em><\/p>\n\n\n\n

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