==== Front Materials (Basel) Materials (Basel) materials Materials 1996-1944 MDPI 10.3390/ma13235393 materials-13-05393 Correction Correction: Xia, C.; et al. Unified Strength Model of Asphalt Mixture under Various Loading Modes. Materials 2019, 12, 889 https://orcid.org/0000-0003-2952-2884Xia Chengdong 1 https://orcid.org/0000-0003-0426-5033Lv Songtao 1* https://orcid.org/0000-0002-6576-8200You Lingyun 2 Chen Dong 13 Li Yipeng 1 Zheng Jianlong 1 1 National Engineering Laboratory of Highway Maintenance Technology, Changsha University of Science & Technology, Changsha 410004, China; xiachengdong@stu.csust.edu.cn (C.X.); 15878778765@163.com (D.C.); lypcsust@163.com (Y.L.); zjl@csust.edu.cn (J.Z.) 2 Department of Civil and Environmental Engineering, Michigan Technological University, 1400 Townsend Drive, Houghton, MI 49931, USA; liyou@mtu.edu 3 Guangxi Communications Design Group Co., Ltd., Nanning 530000, China * Correspondence: lst@csust.edu.cn 27 11 2020 12 2020 27 11 2020 13 23 539316 11 2020 25 11 2020 © 2020 by the authors.2020Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/). ==== Body Change in Tables The authors wish to make the following correction to this paper [1]. Due to mislabeling, replace: materials-13-05393-t006_Table 6Table 6 Indirect tensile strength test of asphalt mixture. Number Loading Rate v (MPa/s) Section Area of Specimen A (mm2) Failure Loading F (kN) Strength RD (MPa) Average Value of Strength RD (MPa) Coefficient of Variation 1 5 58.5 28.948 3.111 3.258 0.044 2 60.4 33.164 3.452 3 60.5 30.900 3.211 4 10 60.1 34.997 3.661 3.704 0.022 5 58.9 35.778 3.819 6 59.1 34.142 3.632 7 20 59.3 40.709 4.316 4.41 0.041 8 59.6 40.299 4.251 9 58.8 43.611 4.663 10 30 59.2 46.808 4.971 4.837 0.026 11 59.7 44.307 4.666 12 59.6 46.205 4.874 13 40 59 47.542 5.066 5.185 0.020 14 59.8 50.621 5.322 15 60.1 49.393 5.167 16 50 59.7 53.129 5.595 5.487 0.037 17 61.2 55.106 5.661 18 59.6 49.343 5.205 19 60 60.5 55.592 5.777 5.658 0.035 20 61.4 56.810 5.817 21 60.1 51.430 5.38 22 70 61.7 57.814 5.891 5.784 0.029 23 60.3 53.241 5.551 24 60.8 57.154 5.91 with materials-13-05393-t006_Table 6Table 6 Indirect tensile strength test of asphalt mixture. Number Loading Rate v (MPa/s) Height of Specimen h (mm) Failure Loading F (kN) Strength RT (MPa) Average Value of Strength RT (MPa) Coefficient of Variation 1 5 58.5 28.948 3.111 3.258 0.044 2 60.4 33.164 3.452 3 60.5 30.900 3.211 4 10 60.1 34.997 3.661 3.704 0.022 5 58.9 35.778 3.819 6 59.1 34.142 3.632 7 20 59.3 40.709 4.316 4.41 0.041 8 59.6 40.299 4.251 9 58.8 43.611 4.663 10 30 59.2 46.808 4.971 4.837 0.026 11 59.7 44.307 4.666 12 59.6 46.205 4.874 13 40 59 47.542 5.066 5.185 0.020 14 59.8 50.621 5.322 15 60.1 49.393 5.167 16 50 59.7 53.129 5.595 5.487 0.037 17 61.2 55.106 5.661 18 59.6 49.343 5.205 19 60 60.5 55.592 5.777 5.658 0.035 20 61.4 56.810 5.817 21 60.1 51.430 5.38 22 70 61.7 57.814 5.891 5.784 0.029 23 60.3 53.241 5.551 24 60.8 57.154 5.91 The authors wish to make the following correction to this paper [1]. Due to mislabeling, replace: materials-13-05393-t007_Table 7Table 7 Test results of unconfined compressive strength of asphalt mixture. Number Loading Rate v (MPa/s) Section Area of Specimen A (mm2) Failure Loading F (kN) Strength RD (MPa) Average Value of Strength RD (MPa) Coefficient of Variation 1 0.02 34.862 34.862 4.441 4.134 0.057 2 32.169 32.169 4.098 3 30.325 30.325 3.863 4 0.05 38.473 38.473 4.901 5.062 0.039 5 38.795 38.795 4.942 6 41.943 41.943 5.343 7 0.1 47.249 47.249 6.019 5.901 0.025 8 46.998 46.998 5.987 9 44.721 44.721 5.697 10 0.5 63.773 63.773 8.124 8.421 0.025 11 66.851 66.851 8.516 12 67.691 67.691 8.623 13 1 78.429 78.429 9.991 9.816 0.013 14 76.255 76.255 9.714 15 76.483 76.483 9.743 16 2 87.064 87.064 11.091 11.441 0.022 17 90.636 90.636 11.546 18 91.735 91.735 11.686 with materials-13-05393-t007_Table 7Table 7 Test results of unconfined compressive strength of asphalt mixture. Number Loading Rate v (MPa/s) Section Area of Specimen A (mm2) Failure Loading F (kN) Strength RC (MPa) Average Value of Strength RC (MPa) Coefficient of Variation 1 0.02 7850.03 34.862 4.441 4.134 0.057 2 7849.93 32.169 4.098 3 7850.12 30.325 3.863 4 0.05 7850.03 38.473 4.901 5.062 0.039 5 7850.06 38.795 4.942 6 7850.08 41.943 5.343 7 0.1 7849.98 47.249 6.019 5.901 0.025 8 7850.01 46.998 5.987 9 7849.92 44.721 5.697 10 0.5 7849.95 63.773 8.124 8.421 0.025 11 7850.05 66.851 8.516 12 7850.05 67.691 8.623 13 1 7849.96 78.429 9.991 9.816 0.013 14 7850.01 76.255 9.714 15 7850.05 76.483 9.743 16 2 7849.97 87.064 11.091 11.441 0.022 17 7849.99 90.636 11.546 18 7849.99 91.735 11.686 The authors would like to apologize for any inconvenience caused to the readers by these changes. Publisher’s Note: MDPI stays neutral with regard to jurisdictional claims in published maps and institutional affiliations. ==== Refs Reference 1. Xia C. Lv S. You L. Chen D. Li Y. Zheng J. Unified strength model of asphalt mixture under various loading modes Materials 2019 12 889 10.3390/ma12060889 30884893