{"id":4494,"date":"2026-05-02T13:22:09","date_gmt":"2026-05-02T05:22:09","guid":{"rendered":"\/jase\/?post_type=tkuisotope&#038;p=4494"},"modified":"2026-06-25T15:51:02","modified_gmt":"2026-06-25T07:51:02","slug":"fatigue-performance-of-high-modulus-basalt-fiber-reinforced-asphalt-mixture","status":"publish","type":"tkuisotope","link":"\/jase\/?tkuisotope=fatigue-performance-of-high-modulus-basalt-fiber-reinforced-asphalt-mixture","title":{"rendered":"Fatigue Performance of High-Modulus Basalt Fiber-Reinforced Asphalt Mixture"},"content":{"rendered":"\n<div class=\"wp-block-tkuwpbs5-bs5-row row article-info\">\n<div class=\"wp-block-tkuwpbs5-bs5-column col-md-3 align-self-start\">\n<p><i class=\"fa fa-folder\" aria-hidden=\"true\"><\/i>&nbsp;<a href=\"\/jase\/?page_id=3883\" data-type=\"page\" data-id=\"807\">2023<\/a><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-tkuwpbs5-bs5-column col-md-3 align-self-start\">\n<p><i class=\"fa fa-folder-open\" aria-hidden=\"true\"><\/i>&nbsp;<a href=\"\/jase\/?page_id=4477\" data-type=\"page\" data-id=\"4166\">Volume 26, Issue 8<\/a><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-tkuwpbs5-bs5-column col-md-6 align-self-start\">\n<div class=\"wp-block-tkuwpbs5-bs5-div dv_publish\" data-aos=\"normal\"><div class=\"wp-block-post-date\"><time datetime=\"2026-05-02T13:22:09+08:00\">2026-05-02<\/time><\/div><\/div>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-tkuwpbs5-bs5-row row\">\n<div class=\"wp-block-tkuwpbs5-bs5-column col-md-5 align-self-start\">\n<div class=\"wp-block-tkuwpbs5-bs5-div au-ol\" data-aos=\"normal\">\n<p>Jingjing Dai<sup>1<\/sup><a href=\"mailto:yaoli8369159@163.com\"><i class=\"fa fa-envelope\"><\/i><\/a> and Xiaodong Jia<sup>2<\/sup><\/p>\n\n\n\n<p style=\"font-size:14px\"><sup>1<\/sup>School of Civil Engineering, Chongqing Institute of Engineering, Chongqing 400056, China<\/p>\n\n\n\n<p style=\"font-size:14px\"><sup>2<\/sup>School of Urban Construction Engineering, Chongqing Technology and Business Institute, Chongqing 400052, China<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-tkuwpbs5-bs5-div\" style=\"margin-top:var(--wp--preset--spacing--40)\" data-aos=\"normal\">\n<p>Received:\u00a0June 16, 2022<br>Accepted:\u00a0October 7, 2022<br>Publication Date:\u00a0May 2, 2026<\/p>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-tkuwpbs5-bs5-column col-md-7 align-self-start clk=\u5716\u7247\"><img decoding=\"async\" src=\"\/jase\/wp-content\/uploads\/2026\/05\/26_8_14.jpg\" class=\"img-fluid img-fluid mx-auto d-block\" alt=\"\u4e0a\u50b3\u5716\u7247\">\n\n\n<p class=\"has-text-align-center\">Fatigue performance life of high-modulus asphalt mixture<\/p>\n<\/div>\n<\/div>\n\n\n\n<p class=\"has-small-font-size\"><i class=\"fab fa-creative-commons\"><\/i>&nbsp;<strong>Copyright&nbsp;<\/strong>The Author(s). This is an open access article distributed under the terms of the&nbsp;<a rel=\"noreferrer noopener\" href=\"https:\/\/creativecommons.org\/licenses\/by\/4.0\/\" target=\"_blank\">Creative Commons Attribution&nbsp;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<p>Download Citation:&nbsp; <a href=\"\/jase\/wp-content\/uploads\/2026\/05\/V268.0014.bib\" data-type=\"attachment\" data-id=\"4517\" target=\"_blank\" rel=\"noreferrer noopener\">BibTeX <\/a>| <a href=\"http:\/\/dx.doi.org\/10.6180\/jase.202308_26(8).0014\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/dx.doi.org\/10.6180\/jase.202308_26(8).0014<\/a>&nbsp;&nbsp;<\/p>\n\n\n\n<p class=\"btn btn-primary article-btn\"><a href=\"\/jase\/wp-content\/uploads\/2026\/05\/14_2022_0693_V26i8.pdf\" data-type=\"attachment\" data-id=\"4532\" target=\"_blank\" rel=\"noreferrer noopener\">Download PDF<\/a><\/p>\n\n\n\n<div style=\"height:24px\" aria-hidden=\"true\" class=\"wp-block-spacer\"><\/div>\n\n\n\n<p>An effective way to improve the rutting resistance of asphalt pavement is to increase the modulus of the middle surface layer of the asphalt mixture. However, the fatigue performance of high-modulus asphalt mixtures hinders this development. In this study, we enhanced the fatigue property of high-modulus asphalt mixtures by adding basalt fiber. Marshall tests were performed to evaluate the effect of the basalt fiber and a high-modulus modifier on various Marshall test results. The results were analyzed and compared with the performance of SBS-modified (Styrene-Butylene-Styrene) asphalt mixes. Adding basalt fiber increased the asphalt-aggregate ratio, decreased the density, and reduced air voids in the mixture. The stability also slightly increased, and the flow slightly decreased. Moreover, 0.2% basalt fiber increased the fatigue resistance of high-modulus asphalt mixture 1.9 times, and this improvement increases with the increasing basalt content. The elastic modulus of basalt fiber is considerably higher than that of asphalt; therefore, the proportion of stiffer components in the asphalt mastic was higher after mixing. Furthermore, basalt fiber absorbs oil (asphalt); accordingly, the increased asphalt content slightly enhanced the fatigue resistance of the mixture.<\/p>\n\n\n\n<p><em>Keywords:\u00a0Basalt fiber, fatigue performance, high-modulus asphalt mixture, mixture ratio design<\/em><\/p>\n\n\n\n<div style=\"height:2rem\" aria-hidden=\"true\" class=\"wp-block-spacer\"><\/div>\n\n\n\n<div class=\"wp-block-tkuwpbs5-bs5-div ref_ol\" data-aos=\"normal\">\n<ol>\n<li>[1] French Working Team of RST \u201cBituminous Mixtures De-sign\u201d. LPC bituminous mixtures design guide. Nanjing: Jiangsu Transportation Research Institute, 2010.<\/li>\n<li>[2] Laboratoire Central des Pontset Chaussees. LPC bitumi-nous mixtures design guide. Paris: Laboratoire Central des Pontset Chaussees, 2007.<\/li>\n<li>[3] Z. Y. Wu and Z. S. Ren, (2016) \u201cEffect of rubber powder content on the performance of high modulus asphalt and its mixture&#8221; Engineering Journal of Wuhan University 49: 411\u2013416. DOI: https:\/\/doi.org\/10.14188\/j.1671-8844.2016-03-016.<\/li>\n<li>[4] P. Yang. \u201cCharacteristics of behavior of high modulusasphalt and high modulus asphalt mixture&#8221;. 2015.<\/li>\n<li>[5] Y. W. Ou. \u201cStudy on application technology of highmodulus asphalt concrete&#8221;. 2016.<\/li>\n<li>[6] F. Vervaecke and A. Vanelstraete, (2008) \u201cResistance to low temperature cracking of high modulus bituminous binders and mixtures&#8221; Road Materials and Pavement Design 9: 163\u2013176. DOI: https:\/\/doi.org\/10.1080\/14680629.2008.9690164.<\/li>\n<li>[7] H. J. Lee, J. H. Lee, and P. H. M, (2007) \u201cPerformance evaluation of high modulus asphalt mixtures for long life asphalt pavements&#8221; Construction and Building Materials 21: 1079\u20131087. DOI: https:\/\/doi.org\/10.1016\/j.conbuildmat.2006.01.003.<\/li>\n<li>[8] Z. G. Yu, (2017) \u201cStudy on high modulus agent and SBR composite modified asphalt and its mixture performance&#8221; Highway Engineering 42: 272\u2013277.<\/li>\n<li>[9] R. B. Ren, L. T. Geng, and S. H. Hu, (2016) \u201cEffect of particle size of high modulus agent on performance of asphalt mixture&#8221; Journal of Building Materials 19: 408\u2013412.<\/li>\n<li>[10] X. Q. Shi, J. Yang, and X. H. Chen, (2013) \u201cStudy on high and low temperature performance of high modulus asphalt mixture&#8221; Zhongwai Highway 33: 309\u2013312. DOI: https:\/\/doi.org\/10.14048\/j.issn.1671-2579.2013.06.072.<\/li>\n<li>[11] C. Y. Wu, B. Jing, and X. Y. Li, (2015) \u201cPerformance evaluation of high modulus asphalt mixture&#8221; Advanced Materials Research 32: 2138\u20132141.<\/li>\n<li>[12] B. Hofko, (2015) \u201cAddressing the permanent deformation behavior of hot mix asphalt by triaxial cyclic compression testing with cyclic confining pressure&#8221; Journal of Traffic and Transportation Engineering (English Edition) 2(1): 17\u201329. DOI: https:\/\/doi.org\/10.1016\/j.jtte.2015.01.002.<\/li>\n<li>[13] S. J. Jin, Z. L. Li, J. Zhang, and Y. L. Wang, (2014) \u201cExperimental study on the performance of the basalt fiber concrete resistance to freezing and thawing&#8221; Applied Mechanics and Materials 584-586: 1304\u20131308. DOI: https:\/\/doi.org\/10.4028\/www.scientific.net\/AMM.584-586.1304.<\/li>\n<li>[14] R. B. Ren, L. T. Geng, and S. H. Hu, (2016) \u201cInfluence of particle size of high modulus agent on performance of asphalt mixture&#8221; Journal of Building Materials 19: 408\u2013412.<\/li>\n<li>[15] J. Qin, J. Qian, Z. Li, C. You, X. Dai, Y. Yue, and Y. Fan, (2018) \u201cMechanical properties of basalt fiber reinforced magnesium phosphate cement composites&#8221; Construction and Building Materials 188: 946\u2013955. DOI: https:\/\/doi.org\/10.1016\/j.conbuildmat.2018.08.044.<\/li>\n<li>[16] Q. Ma and C. Gao. Effect of basalt fiber on the dynamic mechanical properties of cement-soil in SHPB test. Tech. rep. 2018. DOI: https:\/\/doi.org\/10.1061\/(ASCE)MT.1943-5533.0002386.<\/li>\n<li>[17] Z. G. Wu, Y. Y. Wang, P. Xiao, and L. Y, (2017) \u201cExperimental study on fatigue performance of basalt fiber high modulus asphalt mixture&#8221; Construction Technology 46: 69\u201371 + 106.<\/li>\n<li>[18] Y. Wang, G. Zhang, and J. Zhang, (2017) \u201cStudy on road performance of asphalt mixture based on basalt fiber&#8221; Science and Technology Horizon: 111\u2013112 + 109.<\/li>\n<li>[19] T. Ma, Y. Zhao, X. Huang, and Y. Zhao, (2016) \u201cUsing RAP material in high modulus asphalt mixture&#8221; Journal of Testing &amp; Evaluation 44: 781\u2013787.<\/li>\n<li>[20] R. Mir\u00f3, G. Vald\u00e9s, A. Mart\u00ednez, P. Segur, and C. Rodr\u00edguez, (2011) \u201cEvaluation of high modulus mixture behaviour with high reclaimed asphalt pavement (RAP) percentages for sustainable road construction&#8221; Construction and Building Materials 25(10): 3854\u20133862. DOI: https:\/\/doi.org\/10.1016\/j.conbuildmat.2011.04.006.<\/li>\n<li>[21] Y. C. Wang, (2018) \u201cAnalysis on mix proportion design method of basalt fiber recycled asphalt mixture&#8221; Shanxi Architecture 44: 116\u2013118. DOI: https:\/\/doi.org\/10.13719\/j.cnki.cn14-1279\/tu.2018.22.065.<\/li>\n<li>[22] H. Zhao, B. Guan, and R. Xiong, (2020) \u201cInvestigation of the performance of basalt fiber reinforced asphalt mixture&#8221; Applied Sciences 10: 1561.<\/li>\n<li>[23] Y. J. Chen, H. Zhou, and L. Shen, (2019) \u201cStudy on fatigue self-healing properties of basalt fiber asphalt mixture&#8221; Journal of Physics: Conference Series 1168: 22048.<\/li>\n<li>[24] H. Yuan, H. Z. Zhu, Q. Wei, L. X. Hu, and N. W. Liao, (2020) \u201cEvaluation of asphalt fatigue test method&#8221; Sino Foreign Highway 40: 241\u2013246. DOI: https:\/\/doi.org\/10.14048\/j.issn.1671-2579.2020.03.051.<\/li>\n<\/ol>\n<\/div>\n\n\n\n<p><\/p>\n","protected":false},"author":3,"template":"wp-custom-template-detail-4-aricles","meta":{"_uag_custom_page_level_css":""},"categories":[740,6,748],"tags":[874],"acf":[],"uagb_featured_image_src":[],"uagb_author_info":{"display_name":"\u6797\u923a\u6db5","author_link":"\/jase\/?author=3"},"uagb_comment_info":0,"uagb_excerpt":"&nbsp;Copyright&nbsp;The Author(s). This is an open access article distributed under the terms of the&nbsp;Creative Commons Attribution&nbsp;License (CC BY 4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are cited. Download Citation:&nbsp; BibTeX | http:\/\/dx.doi.org\/10.6180\/jase.202308_26(8).0014&nbsp;&nbsp; Download PDF An effective way to improve the rutting resistance of asphalt pavement&hellip;","_links":{"self":[{"href":"\/jase\/index.php?rest_route=\/wp\/v2\/tkuisotope\/4494"}],"collection":[{"href":"\/jase\/index.php?rest_route=\/wp\/v2\/tkuisotope"}],"about":[{"href":"\/jase\/index.php?rest_route=\/wp\/v2\/types\/tkuisotope"}],"author":[{"embeddable":true,"href":"\/jase\/index.php?rest_route=\/wp\/v2\/users\/3"}],"wp:attachment":[{"href":"\/jase\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=4494"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"\/jase\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=4494"},{"taxonomy":"post_tag","embeddable":true,"href":"\/jase\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=4494"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}