Correction: Xia, C.; et al. Unified Strength Model of Asphalt Mixture under Various Loading Modes. Materials 2019, 12, 889

Xia, Chengdong; Lv, Songtao; You, Lingyun; Chen, Dong; Li, Yipeng; Zheng, Jianlong

doi:10.3390/ma13235393

Open AccessCorrection

Correction: Xia, C.; et al. Unified Strength Model of Asphalt Mixture under Various Loading Modes. Materials 2019, 12, 889

by

Chengdong Xia

¹

,

Songtao Lv

^1,*

,

Lingyun You

²

,

Dong Chen

^1,3,

Yipeng Li

¹ and

Jianlong Zheng

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

Download Versions Notes

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 R_D (MPa)	Average Value of Strength R_D (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 R_T (MPa)	Average Value of Strength R_T (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 R_D (MPa)	Average Value of Strength R_D (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 R_C (MPa)	Average Value of Strength R_C (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 Style

Xia, 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

APA Style

Xia, C., Lv, S., You, L., Chen, D., Li, Y., & Zheng, J. (2020). Correction: Xia, C.; et al. Unified Strength Model of Asphalt Mixture under Various Loading Modes. Materials 2019, 12, 889. Materials, 13(23), 5393. https://doi.org/10.3390/ma13235393

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