Analysis of mechanical properties for cement stabilized asphalt pavement milling mixture

LIN Tong; KUANG Hong-zhu; HU Li-qun; JIAO Sheng-jie; SONG Shi-jie

Volume 14 Issue 2

Turn off MathJax

Article Contents

Article Navigation > Journal of Traffic and Transportation Engineering > 2014 > 14(2): 7-13

Next Previous

LIN Tong, KUANG Hong-zhu, HU Li-qun, JIAO Sheng-jie, SONG Shi-jie. Analysis of mechanical properties for cement stabilized asphalt pavement milling mixture[J]. Journal of Traffic and Transportation Engineering, 2014, 14(2): 7-13.

Citation:

LIN Tong, KUANG Hong-zhu, HU Li-qun, JIAO Sheng-jie, SONG Shi-jie. Analysis of mechanical properties for cement stabilized asphalt pavement milling mixture[J]. Journal of Traffic and Transportation Engineering, 2014, 14(2): 7-13.

Citation:

PDF( 622 KB)

Analysis of mechanical properties for cement stabilized asphalt pavement milling mixture

1.
Key Laboratory of Road Construction Technology and Equipment of Ministry of Education, Chang'an University, Xi'an 710064, Shaanxi, China
2.
Jiangxi Expressway Investment Group Co., Ltd., Nanchang 330025, Jiangxi, China

More Information

Author Bio:
LIN Tong (1980-), male, doctoral student, +86-29-82334496, 67662782@qq.com

JIAO Sheng-jie (1955-), male, professor, PhD, +86-29-82334496, jsj@chd.edu.cn
Received Date: 2013-11-10
Publish Date: 2014-04-25

Abstract

Abstract

Six proportions of cement stabilized asphalt pavement milling mixture were designed combining the overhaul project of G108 secondary road in Weinan, Shaanxi.Based on laboratory test, the compaction properties of cement stabilized asphalt pavement milling mixture were studied.Through mechanics test of molding specimens, the influence laws of cement content, milling mixture composition, temperature and curing period on the unconfined compressive strength, rupture strength and compressive resilient modulus of mixture were studied.Analysis result shows that the maximum dry density of cement stabilized asphalt pavement milling mixture declines with the increases of milling mixture contents in surface course and base course, but the optimum moisture content increases.The compressive strength, rupture strength, and compressive resilient modulus of cement stabilized asphalt pavement milling mixture increase with the increases of curing period and cement content, but decreases with the increase of temperature.Incorporating new macadam is helpful to improve the strength and modulus of mixture.In the case of reasonable use, the strength of cement stabilized asphalt pavement millingmixture can reach 3.2 MPa, which can meet the requirement of pavement base except for over-heavy traffic.
- road engineering,
- milling mixture,
- cement stabilization,
- compaction,
- mechanical property

FullText(HTML)

References(20)

References

[1]	JIA Shu-jun. Research on asphalt pavement cold reutilization workmanship technology[D]. Tianjin: Hebei University of Technology, 2007. (in Chinese).
[2]	MA Jun-yi. Study on application of cold-mix reclamation of old asphalt pavement materials used for base[D]. Xi'an: Chang'an University, 2005. (in Chinese).
[3]	ZHANG Hai, YAN Shi, LI Wei-guang. Research on fatigue properties of cement cold-recycling materials[J]. Road Machinery and Construction Mechanization, 2013, 30 (4): 67-69. (in Chinese). doi: 10.3969/j.issn.1000-033X.2013.04.026
[4]	JI Xiao-ping, ZHENG Nan-xiang, YANG Dang-qi, et al. Research on mixing temperature of hot-recycled asphalt mixture based on composite curve of viscosity-temperature[J]. China Journal of Highway and Transport, 2010, 23 (5): 16-21. (in Chinese). doi: 10.3969/j.issn.1001-7372.2010.05.003
[5]	KARLSSON R, ISACSSON U. Material-related aspects of asphalt recycling—state-of-the-art[J]. Journal of Materials in Civil Engineering, 2006, 18 (1): 81-92. doi: 10.1061/(ASCE)0899-1561(2006)18:1(81)
[6]	WANG Hai-nian, HUANG Zhi-han, LI Lei, et al. Threedimensional modeling and simulation of asphalt concrete mixtures based on X-ray CT microstructure images[J]. Journal of Traffic and Transportation Engineering: English Edition, 2014, 1 (1): 55-61. doi: 10.1016/S2095-7564(15)30089-1
[7]	IWANSKI M, CHOMICZ-KOWALSKA A. Laboratory study on mechanical parameters of foamed bitumen mixtures in the cold recycling technology[J]. Procedia Engineering, 2013, 57: 433-442. doi: 10.1016/j.proeng.2013.04.056
[8]	TAHA R. Evaluation of cement kiln dust-stabilized reclaimed asphalt pavement aggregate systems in road bases[J]. Transportation Research Record, 2003 (1819): 11-17.
[9]	ZHANG Xi-mian. Cement recycling base application technology[D]. Xi'an: Chang'an University, 2010. (in Chinese).
[10]	GENG Jiu-guang, CHEN Zhong-da, LI Long, et al. Mixing design of cement-emulsified-asphalt-cold-recycled-mixture (CEACRM)[J]. Journal of Chang'an University: Natural Science Edition, 2009, 29 (1): 10-14. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200901004.htm
[11]	ZHANG Chao, DING Ji-zhong, GUO Jin-sheng. Use of scrap concrete materials in semi-rigid base-course[J]. Journal of Chang'an University: Natural Science Edition, 2002, 22 (5): 1-4. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200205000.htm
[12]	LI Qiang, MA Song-lin, WANG Peng-fei. Fatigue properties of cold-recycled asphalt mixture[J]. Journal of Traffic and Transportation Engineering, 2004, 4 (1): 7-10. (in Chinese). http://transport.chd.edu.cn/article/id/200401003
[13]	LIU Jian-lan. Regeneration technique of cement-stabilized milling planning material[J]. Highway, 2009 (8): 132-134. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200908037.htm
[14]	ZHANG Min-jiang, LIU Feng, LI Hui. Test and analysis of cool recycled mixture for old asphalt pavement[J]. Journal of Shenyang Jianzhu University: Natural Science, 2007, 23 (3): 363-366. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-SYJZ200703003.htm
[15]	GUO Yin-tao, LIU Qing-quan, LIU Zhen-qing. Study on performance of modified emulsified asphalt cold recycled mixtures considering cement effect[J]. Journal of Highway and Transportation Research and Development, 2012, 29 (6): 6-10, 21. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK201206003.htm
[16]	WANG Xiao-gang, FENG Wei. Application of cold-regeneration technique of cement stabilized macadam in pavement maintenance[J]. Highway Engineering, 2013, 38 (2): 44-46. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZNGL201302012.htm
[17]	FENG De-cheng, ZHAO Yin, CHEN Jian. Splitting stressstrain properties of cement stabilized reclaimed asphalt pavement[J]. Journal of Harbin Institute of Technology, 2013, 45 (4): 74-78. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-HEBX201304013.htm
[18]	SONG Shi-jie. The use of the asphalt pavement in-place cold recycling in the G108 heavy maintenance[D]. Xi'an: Chang'an University, 2009. (in Chinese).
[19]	MAGGIORE C, AIREY G, MARSAC P. A dissipated energy comparison to evaluate fatigue resistance using 2-point bending[J]. Journal of Traffic and Transportation Engineering: English Edition, 2014, 1 (1): 49-54.
[20]	ZHOU Hai-ping, HOLIKATTI S, VACURA P. Caltrans use of scrap tires in asphalt rubber products: a comprehensive review[J]. Journal of Traffic and Transportation Engineering: English Edition, 2014, 1 (1): 39-48.