Effect of mechanical properties and microscopic mechanism of cement-stabilized macadam under variable temperature environment with early strength agent

被引:3
作者
Xue, Yanhua [1 ,2 ]
Ge, Dongdong [1 ,2 ]
Lv, Songtao [1 ,2 ]
Ju, Zihao [1 ,2 ]
Wang, Jiaqing [3 ,4 ]
Xian, Jianping [5 ]
Peng, Liangcheng [1 ,2 ]
机构
[1] Changsha Univ Sci & Technol, Natl Key Lab Green & Long Life Rd Engn Extreme Env, Changsha 410114, Hunan, Peoples R China
[2] Changsha Univ Sci & Technol, Natl Engn Res Ctr Highway Maintenance Technol, Changsha 410114, Hunan, Peoples R China
[3] Nanjing Forestry Univ, Nanjing 210037, Jiangsu, Peoples R China
[4] Changsha Univ Sci & Technol, Minist Transport, Key Lab Rd Struct & Mat, Changsha, Peoples R China
[5] CCCC Second Highway Engn Co Ltd, Xian, Shaanxi, Peoples R China
基金
国家重点研发计划; 中国国家自然科学基金;
关键词
Cement -stabilized macadam; Variable temperature curing environment; Early strength agent; Early strength; Mechanical Properties; Micro Mechanism; PERFORMANCE; COMPOSITES; HYDRATION;
D O I
10.1016/j.cscm.2024.e03310
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The early strength formation of Cement -Stabilized Macadam (CSM) base materials in cold regions is affected by environmental changes. At the same time, the curing temperature of CSM in the actual service environment did not meet the laboratory standard temperature curing environment (ST -CE). This study explores the evolution law of CSM performance and the influence of an early strength agent (ESA -I) on the early performance of CSM under variable temperature curing environment (VT -CE) in cold regions. The actual service environment for CSM curing was simulated in the laboratory, and CSM specimens with five ESA -I dosages of 0%, 5%, 10%, 15%, and 20% were prepared. The effect of ESA -I on the early properties of CSM under VT -CE was analyzed. The micro mechanism of CSM under different curing environments and ESA -I dosages was investigated based on X-ray diffraction, Fourier transform infrared spectroscopy, and Scanning electron microscope. The experimental results indicated that the early strength formation of CSM was slow in VT -CE, and the 7 -day unconfined compressive strength did not meet the construction quality control indicators of CSM material under heavy traffic conditions. It was necessary to extend the curing period to meet the construction requirements. Adding ESA -I could enhance the strength, modulus, frost resistance, and fatigue performance of CSM under different curing environments. Compared with the ST -CE, the VT -CE would weaken the improvement effect of ESA -I on the performance of CSM. The recommended range for ESA -I in VT -CE was 10% -15% based on comprehensive compressive strength and resilient modulus indicators. Microscopic experiments show that under a VT -CE, the hydration rate of cement decreases, the Ettringite content in the hydration products is higher, and the microstructure is loose. Adding ESA -I improves the hydration rate of cement under VT -CE, and the microstructure contains more C -S -H hydration products.
引用
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页数:17
相关论文
共 48 条
[1]   Stiffness and flexural strength evaluation of cement stabilized PET blends with demolition wastes [J].
Arulrajah, Arul ;
Perera, Sahan ;
Wong, Yat Choy ;
Horpibulsuk, Suksun ;
Maghool, Farshid .
CONSTRUCTION AND BUILDING MATERIALS, 2020, 239
[2]  
C.C.H.Pa.D. Institute, 2006, JTG D50-2006, pA4
[3]   Research on macro-microscopic mechanical evolution mechanism of cement-stabilized steel slag [J].
Chen, Guoxin ;
Wang, Shuyong .
JOURNAL OF BUILDING ENGINEERING, 2023, 75
[4]   Effect of carbonation curing regime on strength and microstructure of Portland cement paste [J].
Chen, Tiefeng ;
Gao, Xiaojian .
JOURNAL OF CO2 UTILIZATION, 2019, 34 :74-86
[5]   Responses of permafrost to climate change and their environmental significance, Qinghai-Tibet Plateau [J].
Cheng, Guodong ;
Wu, Tonghua .
JOURNAL OF GEOPHYSICAL RESEARCH-EARTH SURFACE, 2007, 112 (F2)
[6]   Observation of phase transformations in cement during hydration [J].
Choudhary, H. K. ;
Anupama, A., V ;
Kumar, R. ;
Panzi, M. E. ;
Matteppanavar, S. ;
Sherikar, Baburao N. ;
Sahoo, B. .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 101 :122-129
[7]   Effect of alkalis on fresh C-S-H gels. FTIR analysis [J].
Garcia Lodeiro, I. ;
Macphee, D. E. ;
Palomo, A. ;
Fernandez-Jimenez, A. .
CEMENT AND CONCRETE RESEARCH, 2009, 39 (03) :147-153
[8]   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
[9]  
H.S.R.I.o.t.M.o. Communications, 2005, JTG E42-2005., pA4
[10]  
H.S.R.IotMo Transport, 2009, JTG E51-2009., pA4