Laboratory Investigation into Early-Age Strength Improvement of Cold Recycled Asphalt Mixture Containing Asphalt Emulsion and Cement

被引:11
作者
Du, Yinfei [1 ]
Kong, Lingxiang [2 ]
Wei, Tangzhong [3 ]
机构
[1] Cent S Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China
[2] Cent S Univ, Sch Traff & Transportat Engn, Minist Educ, Key Lab Traff Safety Track, Changsha 410075, Hunan, Peoples R China
[3] Nanjing Xingyou Transportat Technol Co Ltd, Nanjing 211100, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
ENERGY-CONSUMPTION; BITUMEN EMULSION; PORTLAND-CEMENT; PERFORMANCE; PAVEMENT; ADDITIVES; EMISSION; BEHAVIOR; MIXES; FIELD;
D O I
10.1155/2019/7274204
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Cold recycled asphalt mixture (CRAM) has been reported to be able to provide a cleaner method to rehabilitate damaged asphalt pavement. This work used the CRAM containing emulsified asphalt (AE) and cement to investigate the methods of improving its early-age strength by considering mixture composition, including the types of AE and cement and the contents of AE, cement, and moisture. The curing conditions, such as temperature and humidity, were also involved. The results show that the mixture should be carefully designed to determine optimum AE and moisture content. Also, high cement content was helpful to increase the early-age strength. By changing the curing environment, it was found that raising curing temperature and applying a relatively low humidity contributed to the early-age strength improvement. The interaction of cement hydration and AE demulsification was investigated using microimage and laboratory experiments. The results show that AE particles were easy to cluster because of the negative ions released by cement hydration. AE delayed the early cement hydration but improved the later intensity of cement hydration. The coupling effect of AE and cement resulted in higher early-age strength than those of the mixtures only with cement or only with AE. The results presented in this work are expected to give guidance for preparing a CRAM with high early-age strength.
引用
收藏
页数:10
相关论文
共 23 条
[1]   Laboratory studies to investigate the properties of CIR mixes containing steel slag as a substitute for virgin aggregates [J].
Ameri, Mahmoud ;
Behnood, Ali .
CONSTRUCTION AND BUILDING MATERIALS, 2012, 26 (01) :475-480
[2]   Effects of additives on the mechanical performance in recycled mixtures with bitumen emulsion: An overview [J].
Ayar, Pooyan .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 178 :551-561
[3]   Effects of copper slag and recycled concrete aggregate on the properties of CIR mixes with bitumen emulsion, rice husk ash, Portland cement and fly ash [J].
Behnood, Ali ;
Gharehveran, Mahsa Modiri ;
Asl, Farhad Gozali ;
Ameri, Mahmoud .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 96 :172-180
[4]   The long-term properties of mineral-cement-emulsion mixtures [J].
Dolzycki, Bohdan ;
Jaczewski, Mariusz ;
Szydlowski, Cezary .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 156 :799-808
[5]   Evaluation of fatigue behavior in cold recycled mixture using digital image correlation method [J].
Gao, Lei ;
Ni, Fujian ;
Ling, Cheng ;
Yan, Jinhai .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 102 :393-402
[6]   Influence on Compaction of Cold Recycled Mixes with Emulsions Using the Superpave Gyratory Compaction [J].
Gao, Lei ;
Ni, Fujian ;
Charmot, Stephane ;
Luo, Hailong .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2014, 26 (11)
[7]   The evolution of the mechanical behaviour of cold recycled mixtures stabilised with cement and bitumen: field and laboratory study [J].
Godenzoni, Carlotta ;
Graziani, Andrea ;
Bocci, Edoardo ;
Bocci, Maurizio .
ROAD MATERIALS AND PAVEMENT DESIGN, 2018, 19 (04) :856-877
[8]   Effect of curing on the physical and mechanical properties of cold-recycled bituminous mixtures [J].
Graziani, Andrea ;
Godenzoni, Carlotta ;
Cardone, Fabrizio ;
Bocci, Maurizio .
MATERIALS & DESIGN, 2016, 95 :358-369
[9]  
Kashi E., 2018, INT J NANOSCIENCE NA, V14, P229
[10]   Performance evaluation of Cold In-Place Recycling mixtures using emulsified asphalt based on dynamic modulus, flow number, flow time, and raveling loss [J].
Kim, Yongjoo ;
Lee, Hosin David .
KSCE JOURNAL OF CIVIL ENGINEERING, 2012, 16 (04) :586-593