Correction: Xia, C.; et al. Unified Strength Model of Asphalt Mixture under Various Loading Modes. Materials 2019, 12, 889
1
National Engineering Laboratory of Highway Maintenance Technology, Changsha University of Science & Technology, Changsha 410004, China
2
Department of Civil and Environmental Engineering, Michigan Technological University, 1400 Townsend Drive, Houghton, MI 49931, USA
3
Guangxi Communications Design Group Co., Ltd., Nanning 530000, China
*
Author to whom correspondence should be addressed.
Materials 2020, 13(23), 5393; https://doi.org/10.3390/ma13235393
Submission received: 16 November 2020
/
Accepted: 25 November 2020
/
Published: 27 November 2020
Change in Tables
The authors wish to make the following correction to this paper [1]. Due to mislabeling, replace:
Table 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
Table 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:
Table 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
Table 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.
Reference
- 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. [Google Scholar] [CrossRef] [PubMed] [Green Version]
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MDPI and ACS Style
Xia, C.; Lv, S.; You, L.; Chen, D.; Li, Y.; Zheng, J. Correction: Xia, C.; et al. Unified Strength Model of Asphalt Mixture under Various Loading Modes. Materials 2019, 12, 889. Materials 2020, 13, 5393. https://doi.org/10.3390/ma13235393
AMA Style
Xia C, Lv S, You L, Chen D, Li Y, Zheng J. Correction: Xia, C.; et al. Unified Strength Model of Asphalt Mixture under Various Loading Modes. Materials 2019, 12, 889. Materials. 2020; 13(23):5393. https://doi.org/10.3390/ma13235393
Chicago/Turabian StyleXia, Chengdong, Songtao Lv, Lingyun You, Dong Chen, Yipeng Li, and Jianlong Zheng. 2020. "Correction: Xia, C.; et al. Unified Strength Model of Asphalt Mixture under Various Loading Modes. Materials 2019, 12, 889" Materials 13, no. 23: 5393. https://doi.org/10.3390/ma13235393
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