Compaction characteristic and operability factor of warm bituminous mixture

YAN Xi-li; CHEN Si-lai; AN Shu-wen; LI Ang; ZHANG Qing

Article Contents

Article Navigation > Journal of Traffic and Transportation Engineering > 2017 > 17(1): 11-19

YAN Xi-li, CHEN Si-lai, AN Shu-wen, LI Ang, ZHANG Qing. Compaction characteristic and operability factor of warm bituminous mixture[J]. Journal of Traffic and Transportation Engineering, 2017, 17(1): 11-19.

Citation:

YAN Xi-li, CHEN Si-lai, AN Shu-wen, LI Ang, ZHANG Qing. Compaction characteristic and operability factor of warm bituminous mixture[J]. Journal of Traffic and Transportation Engineering, 2017, 17(1): 11-19.

Citation:

PDF( 525 KB)

Compaction characteristic and operability factor of warm bituminous mixture

1.
School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China
2.
Laboratoire des Géomatériaux, Ecole Nationale des Travaux Publics de l'Etat, Lyon 69120, Rhône, France
3.
Sichuan E-gang RoadEngineering Construction Co., Ltd., Chengdu 610041, Sichuan, China

More Information

Author Bio:
YANXi-li(1963-), male, professor, PhD, +86-29-82334434, xili.yan@chd.edu.cn
Received Date: 2016-11-15
Publish Date: 2017-02-25

Abstract

Abstract

To study the compaction characteristics and compaction operability of warm bituminous mixture, AC-13 C mixtures were made based on 3types of warm mix bitumens with the same brand (ACMP1, ACMP2 and ACMP3) and 2kinds of hot mix bitumens (70 ^# base bitumen and SBS modified bitumen).The compactness and stability of each Marshall specimen were measured by Marshall compaction test, their change rules were analyzed in different initial compaction temperatures and times, and the exponential regression relationship between compactness and compaction times was proposed.The curvature factor on compaction growing was applied and the operability factor was defined to evaluate the compaction workability.Test result shows that the compactness of bituminous mixture increases exponentially with the increase of compaction times, increases faster in the early stage, slows in the late stage, and stabilizes finally.The compactness increases linearly with the increase of initial compaction temperature within 90 ℃-150 ℃.Marshall stability increases linearly with the increase of compactness in accordance with traditional research results.The operability factor of warm bituminous mixture decreases by13.5%-18.5% compared with hot bituminous mixture, so it is easier to be compacted.
- pavement material,
- bituminous mixture,
- compactness,
- compaction temperature,
- compaction times,
- operability factor

FullText(HTML)

References(27)

References

[1]	GHABCHI R, SINGH D, ZAMAN M. Laboratory evaluation of stiffness, low-temperature cracking, rutting, moisture damage and fatigue performance of WMA mixes[J]. Road Materials and Pavement Design, 2015, 16 (2): 334-357. doi: 10.1080/14680629.2014.1000943
[2]	郭乃胜, 尤占平, 赵颖华, 等. 温拌再生沥青混合料耐久性能[J]. 中国公路学报, 2014, 27 (8): 17-22. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201408004.htm GUO Nai-sheng, YOU Zhan-ping, ZHAO Ying-hua, et al. Durability of warm mix asphalt containing recycled asphalt mixtures[J]. China Journal of Highway and Transport, 2014, 27 (8): 17-22. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201408004.htm
[3]	YAN Xi-li. Comportement mécanique des enrobés au bitume et au bitume-polymère-application de l'essai triaxial de révolution[D]. Lyon: Ecole Nationale des Travaux Publics de l'Etat, 1992.
[4]	延西利, 吕嵩巍, 常小马. 沥青混合料的压实性能研究[J]. 西安公路交通大学学报, 1996, 16 (1): 1-3. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL601.000.htm YAN Xi-li, LU Song-wei, CHANG Xiao-ma. Study on compacting behaviour of bituminous mixtures[J]. Journal of Xi'an Highway University, 1996, 16 (1): 1-3. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL601.000.htm
[5]	BIJLEVELD F R, MILLER S R, DE BONDT A H, et al. Aligning laboratory and field compaction practices for asphalt-the influence of compaction temperature on mechanical properties[J]. International Journal of Pavement Engineering, 2016, 17 (8): 727-740. doi: 10.1080/10298436.2015.1019494
[6]	胡涛. 沥青混合料压实特性分析[D]. 西安: 长安大学, 2012. HU Tao. Study on asphalt mixture compaction characteristics[D]. Xi'an: Chang'an University, 2012. (in Chinese).
[7]	李宇峙, 杨瑞华, 邵腊庚, 等. 沥青混合料压实特性分析[J]. 公路交通科技, 2005, 22 (3): 28-30, 34. https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200503008.htm LI Yu-zhi, YANG Rui-hua, SHAO La-geng, et al. Compactness analysis of asphalt mixture[J]. Journal of Highway and Transportation Research and Development, 2005, 22 (3): 28-30, 34. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200503008.htm
[8]	张争奇, 袁迎捷, 王秉纲. 沥青混合料旋转压实密实曲线信息及其应用[J]. 中国公路学报, 2005, 18 (3): 1-6. ZHANG Zheng-qi, YUAN Ying-jie, WANG Bing-gang. Information of gyratory compaction densification curve of asphalt mixture and its application[J]. China Journal of Highway and Transport, 2005, 18 (3): 1-6. (in Chinese).
[9]	李立寒, 李新军, 钟陟鑫. 沥青混合料压实特性的影响因素分析[J]. 中国公路学报, 2001, 14 (增): 31-34, 38. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL2001S1008.htm LI Li-han, LI Xin-jun, ZHONG Zhi-xin. Analysis of factors effecting on densification characteristics of hot mix asphalt[J]. China Journal of Highway and Transport, 2001, 14 (S): 31-34, 38. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL2001S1008.htm
[10]	蒋玮, 沙爱民, 裴建中, 等. 多孔沥青混合料旋转压实特性[J]. 长安大学学报: 自然科学版, 2010, 30 (5): 11-16. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201005005.htm JIANG Wei, SHA Ai-min, PEI Jian-zhong, et al. Gyratory compaction characteristics of porous asphalt concrete[J]. Journal of Chang'an University: Natural Science Edition, 2010, 30 (5): 11-16. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201005005.htm
[11]	苗春泽. 沥青混合料体积参数及体积设计方法研究[D]. 成都: 西南交通大学, 2006. MIAO Chun-ze. The study on volume parameters and volume design of asphalt mixture[D]. Chengdu: Southwest Jiaotong University, 2006. (in Chinese).
[12]	KUMAR S A, SARVANAN U, KRISHNAN J M, et al. Rheological characterization of modified binders at mixing and compaction temperature[J]. International Journal of Pavement Engineering, 2014, 15 (9): 767-785. doi: 10.1080/10298436.2013.851792
[13]	鲁正兰, 孙立军, 孙希瑾. 成型温度对沥青混合料体积参数的影响分析[J]. 同济大学学报: 自然科学版, 2006, 34 (2): 186-190. https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ200602008.htm LU Zheng-lan, SUN Li-jun, SUN Xi-jin. Influence analysis of shaping temperature on the volume parameters of asphalt mixture[J]. Journal of Tongji University: Natural Science, 2006, 34 (2): 186-190. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ200602008.htm
[14]	徐东, 章玮. Sasobit再生沥青混合料的设计与性能[J]. 长安大学学报: 自然科学版, 2015, 35 (3): 13-20. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201503004.htm XU Dong, ZHANG We. Design and performance of Sasobit warm mixed reclaimed asphalt mixture[J]. Journal of Chang'an University: Natural Science Edition, 2015, 35 (3): 13-20. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201503004.htm
[15]	PLATI C, GEORGIOU P, LOIZOS A. Influence of different roller compaction modes on asphalt mix performance[J]. International Journal of Pavement Engineering, 2015, 17 (1): 64-70.
[16]	赵可, 李海骢. 改性沥青感温性评价指标的讨论[J]. 中国公路学报, 2000, 13 (4): 1-7. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200004000.htm ZHAO Ke, LI Hai-cong. Discussion of the temperature susceptibility indexes of modified asphalt[J]. China Journal of Highway and Transport, 2000, 13 (4): 1-7. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200004000.htm
[17]	魏建国, 王兆仑, 付其林. 温拌沥青混合料施工温度确定方法[J]. 长安大学学报: 自然科学版, 2013, 33 (6): 16-21. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201306004.htm WEI Jian-guo, WANG Zhao-lun, FU Qi-lin. Determination method of warm mix asphalt mixture construction temperature[J]. Journal of Chang'an University: Natural Science Edition, 2013, 33 (6): 16-21. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201306004.htm
[18]	左锋, 叶奋. 国外温拌沥青混合料技术与性能评价[J]. 中外公路, 2007, 27 (6): 164-168. https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL200706045.htm ZUO Feng, YE Fen. Technology and performance evaluation about foreign warm mix asphalt[J]. Journal of China and Foreign Highway, 2007, 27 (6): 164-168. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL200706045.htm
[19]	李宁利, 李铁虎, 陈华鑫, 等. 改性沥青混合料的拌和与压实温度[J]. 中国公路学报, 2007, 20 (2): 40-44. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200702007.htm LI Ning-li, LI Tie-hu, CHEN Hua-xin, et al. Mixing and compaction temperatures of modified asphalt mixture[J]. China Journal of Highway and Transport, 2007, 20 (2): 40-44. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200702007.htm
[20]	DI BÉNÉDETTO H, NGUYEN Q T, SAUZÉAT C. Nonlinearity, heating, fatigue and thixotropy during cyclic loading of asphalt mixtures[J]. Road Materials and Pavement Design, 2011, 12 (1): 129-158. doi: 10.1080/14680629.2011.9690356
[21]	安舒文. 热拌和温拌沥青混合料的马歇尔击实性能研究[D]. 西安: 长安大学, 2014. AN Shu-wen. Research on Marshall compaction properties of hot mix asphalt and warm mix asphalt[D]. Xi'an: Chang'an University, 2014. (in Chinese).
[22]	杜鹏. ACMP温拌沥青混合料的路用性能研究[D]. 西安: 长安大学, 2014. DU Peng. The study of the performance of ACMP warm mix asphalt[D]. Xi'an: Chang'an University, 2014. (in Chinese).
[23]	延西利, 雍黎明, 延梦璐, 等. ACMP沥青温拌性能的黏温曲线分析[J]. 中国公路学报, 2015, 28 (8): 1-7. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201508002.htm YAN Xi-li, YONG Li-ming, YAN Meng-lu, et al. Analysis of viscosity-temperature curve about warm mix property of ACMP bitumen[J]. China Journal of Highway and Transport, 2015, 28 (8): 1-7. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201508002.htm
[24]	延西利, 梁春雨, 艾涛, 等. 基于沥青与石料界面剪切的黏塑性流变模型研究[J]. 土木工程学报, 2014, 47 (2): 136-144. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201402018.htm YAN Xi-li, LIANG Chun-yu, AI Tao, et al. Study on the visco-plastic model of the interfacial shear between bitumen and stone[J]. China Civil Engineering Journal, 2014, 47 (2): 136-144. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201402018.htm
[25]	张琛, 汪海年, 尤占平, 等. 橡胶沥青混合料和易性与压实特性的相关性[J]. 东南大学学报: 自然科学版, 2016, 46 (1): 202-208. https://www.cnki.com.cn/Article/CJFDTOTAL-DNDX201601033.htm ZHANG Chen, WANG Hai-nian, YOU Zhan-ping, et al. Correlation between workability and compaction property of rubber asphalt mixture[J]. Journal of Southeast University: Natural Science Edition, 2016, 46 (1): 202-208. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-DNDX201601033.htm
[26]	延西利, 田辉黎, 延喜乐, 等. 沥青混合料的变速拌和功率测试与拌和流变模型[J]. 交通运输工程学报, 2016, 16 (3): 1-7. doi: 10.19818/j.cnki.1671-1637.2019.06.003 YAN Xi-li, TIAN Hui-li, YAN Xi-le, et al. Mixing power measurement at different mixing velocities and mixing rheological model of bituminous mixture[J]. Journal of Traffic and Transportation Engineering, 2016, 16 (3): 1-7. (in Chinese). doi: 10.19818/j.cnki.1671-1637.2019.06.003
[27]	裴建中, 邢向阳. 温拌沥青混合料施工技术研究[J]. 筑路机械与施工机械化, 2010, 27 (3): 41-44. https://www.cnki.com.cn/Article/CJFDTOTAL-ZLJX201003022.htm PEI Jian-zhong, XING Xiang-yang. Study on construction technology of warm mix asphalt[J]. Road Machinery and Construction Mechanization, 2010, 27 (3): 41-44. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZLJX201003022.htm

Relative Articles

Supplements(0)

Cited By

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (1293) PDF downloads(746)

Compaction characteristic and operability factor of warm bituminous mixture

Abstract

References

Proportional views

Catalog

通讯作者: 陈斌, bchen63@163.com

Article Metrics

Proportional views

Related

Compaction characteristic and operability factor of warm bituminous mixture

Abstract

References

Proportional views

Catalog

通讯作者: 陈斌, bchen63@163.com

Article Metrics

Proportional views

Related

Export File

Citation

Format

Content