Influence of high content of reclaimed asphalt on the mechanical properties of cement-treated base under critical environmental conditions

被引:23
|
作者
Adresi, Mostafa [1 ]
Khishdari, Abolfazl [2 ]
Ahmadi, Amin [3 ]
Rooholamini, Hamed [4 ]
机构
[1] Shahid Rajaee Teacher Training Univ, Civil Engn Dept, Tehran, Iran
[2] Yazd Univ, Dept Civil Engn, Yazd, Iran
[3] KN Toosi Univ Technol, Dept Civil Engn, Tehran, Iran
[4] Tarbiat Modares Univ, Dept Civil & Environm Engn, Tehran, Iran
关键词
Cement-treated base; RAP; optimum moisture content; maximum dry density; UCS; ITS; HIGH PERCENTAGE; AGGREGATE; PAVEMENT;
D O I
10.1080/10298436.2017.1388508
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The influence of reclaimed asphalt pavement (RAP) on the mechanical properties of cement-treated materials (CTMs) has not been completely understood, while its usage as a partial supplement of virgin aggregates in road layers has been investigated by many researchers for its eco-friendly aspects. In addition, CTMs containing high contents of RAP have not yet been widely applied. Therefore, this paper aimed to experimentally investigate cement-treated base mixtures containing high percentages of RAP in terms of mechanical properties in different environmental conditions to find a proper opportunity to increase the recycling rate of this valuable material. In this regard, mixture design formulation was determined based on modified effort compaction test results as well as unconfined compressive strength and indirect tensile strength tests of seven-days cured samples. Also, critical condition of hot-summer and wet winter circumstances were taken in to account as prepared cylinder samples were dry-cured under 50 degrees C and wet-cured under 25 degrees C, respectively. Results indicate that incorporation of RAP materials increases optimum moisture content (OMC), and therefore, reduces maximum dry density (MDD). Additionally it is found that, temperature of 50 degrees C in RAP incorporated mixes and moisture in control mixes are critical conditions for determining strengths and finally, structural design of pavement.
引用
收藏
页码:1098 / 1105
页数:8
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