TY - JOUR
T1 - Investigation on the designing method of asphalt emulsion cold recycled mixture based on one-time compaction
AU - Zhang, Jialin
AU - Zheng, Mulian
AU - Xing, Xiangyang
AU - Pei, Jianzhong
AU - Zhang, Jiupeng
AU - Li, Rui
AU - Xu, Pei
AU - Wang, Di
N1 - Funding Information:
This study was supported by National Key R&D Program of China (Grant No. 2018YFE0103800 ), the Department of Science & Technology of Shaanxi Province (Nos. 2016ZDJC-24 , and 2017KCT-13 ). National Key Research and Development Program of the Ministry of Science & Technology of China (Nos. SQ2018YFGH000187 ). The authors gratefully acknowledge their financial support.
Funding Information:
This study was supported by National Key R&D Program of China (Grant No. 2018YFE0103800), the Department of Science & Technology of Shaanxi Province (Nos. 2016ZDJC-24, and 2017KCT-13). National Key Research and Development Program of the Ministry of Science & Technology of China (Nos. SQ2018YFGH000187). The authors gratefully acknowledge their financial support.
Publisher Copyright:
© 2020 Elsevier Ltd
PY - 2021/3/1
Y1 - 2021/3/1
N2 - The asphalt emulsion cold recycled mixture (CRME) technology is one of the main utilization method when RAP is used in the asphalt pavement construction. However, there is not a unified material design method for this technology. In this paper, according to the Marshall test method, the test samples were prepared by two molding methods: one-time compaction and two-time compaction. The effects of compaction work and moisture content on the performance of CRME were studied. The test results showed that after the one-time compaction of CRME, as the compaction work increased, the air void of the mixture gradually decreased, and indirect tensile strength (ITS) gradually increased. When the first compaction times exceeded 125 times, the density of CRME could meet the requirement, only limited changes could be observed when the compaction work was continuously increased. However, the increase in compaction work may cause lead to the occurrence of internal cracks and reduce the strength of the mixture. The moisture content of CRME was basically the same at 60 °C for 120 h and 70 °C for 48 h, indicating that the moisture content parameters of CRME met the principle of time-temperature equivalence. CRME was cured for 8 h at 60 °C, which had met the requirements of the technical specification with a moisture content of less than 2%. When the samples were cured for more than 24 h, there was no remarkable difference in ITS and air void of the mixtures formed by one-time compaction and two-time compaction. Therefore, there was no need to perform a second compaction for the mixture. On this basis, a material design method for CRME with one-time compaction was proposed.
AB - The asphalt emulsion cold recycled mixture (CRME) technology is one of the main utilization method when RAP is used in the asphalt pavement construction. However, there is not a unified material design method for this technology. In this paper, according to the Marshall test method, the test samples were prepared by two molding methods: one-time compaction and two-time compaction. The effects of compaction work and moisture content on the performance of CRME were studied. The test results showed that after the one-time compaction of CRME, as the compaction work increased, the air void of the mixture gradually decreased, and indirect tensile strength (ITS) gradually increased. When the first compaction times exceeded 125 times, the density of CRME could meet the requirement, only limited changes could be observed when the compaction work was continuously increased. However, the increase in compaction work may cause lead to the occurrence of internal cracks and reduce the strength of the mixture. The moisture content of CRME was basically the same at 60 °C for 120 h and 70 °C for 48 h, indicating that the moisture content parameters of CRME met the principle of time-temperature equivalence. CRME was cured for 8 h at 60 °C, which had met the requirements of the technical specification with a moisture content of less than 2%. When the samples were cured for more than 24 h, there was no remarkable difference in ITS and air void of the mixtures formed by one-time compaction and two-time compaction. Therefore, there was no need to perform a second compaction for the mixture. On this basis, a material design method for CRME with one-time compaction was proposed.
KW - Air void
KW - Asphalt emulsified cold recycled mixture
KW - Design method
KW - Indirect tensile strength
KW - Moisture content
KW - One-time compaction
UR - http://www.scopus.com/inward/record.url?scp=85096100968&partnerID=8YFLogxK
U2 - 10.1016/j.jclepro.2020.124958
DO - 10.1016/j.jclepro.2020.124958
M3 - Article
AN - SCOPUS:85096100968
VL - 286
JO - Journal of Cleaner Production
JF - Journal of Cleaner Production
SN - 0959-6526
M1 - 124958
ER -