Volume 19 Issue 1
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2019  >  19(1): 1-8
Next
JI Jie, CHEN Lei, SUO Zhi, XU Ying, HAN Yan-long. Effect of high temperature and heavy load on deformation resistance of DCLR modified asphalt mixture[J]. Journal of Traffic and Transportation Engineering, 2019, 19(1): 1-8. doi: 10.19818/j.cnki.1671-1637.2019.01.001
Citation: JI Jie, CHEN Lei, SUO Zhi, XU Ying, HAN Yan-long. Effect of high temperature and heavy load on deformation resistance of DCLR modified asphalt mixture[J]. Journal of Traffic and Transportation Engineering, 2019, 19(1): 1-8. doi: 10.19818/j.cnki.1671-1637.2019.01.001
shu

Effect of high temperature and heavy load on deformation resistance of DCLR modified asphalt mixture

doi: 10.19818/j.cnki.1671-1637.2019.01.001
  • 1.

    School of Civil Engineering and Transportation, Beijing University of Civil Engineering and Architecture, Beijing 100044, China

  • 2.

    Beijing Advanced Innovation Center for Future Urban Design, Beijing 100044, China

  • 3.

    School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China

More Information
  • Author Bio:

    JI Jie(1972-), female, professor, PhD, jijie@bucea.edu.cn

  • Received Date: 2018-08-25
  • Publish Date: 2019-02-25
    Abstract
  • To evaluate the deformation resistance of coal direct liquefaction residue (DCLR) modified asphalt mixture and compound DCLR modified asphalt mixture under high temperature and heavy load, the tri-axial repeated load test was carried out on two asphalt mixtures with the gradation of AC-20 under multi-temperatures (50 ℃, 60 ℃, 70 ℃) and multi-loads (0.7, 0.8, 0.9, 1.0 MPa) conditions, and the test data were nonlinearly fitted. An index for evaluating the deformation resistances of the two asphalt mixtures under high temperature and heavy load was proposed, and the variance analysis method was used to investigate the significant influences of temperature and load on the deformation resistance of asphalt mixture. Research result shows that the permanent deformations of two asphalt mixtures increase as temperature and load increase. The flow number and nonlinear fitting index have negative and positive correlation with temperature and load, respectively, indicating that both nonlinear fitting index and flow number can reflect the deformation resistance of asphalt mixture. However, the flow number three-dimensional surfaces of the two asphalt mixtures have intersects when temperature varies from 65 ℃ to 70 ℃ and load is 1.0 MPa, demonstrating that flow number cannot effectively distinguish the deformation resistances of DCLR modified asphalt mixture and compound DCLR modified asphalt mixture under high temperature and heavy load. The sensitivity of two asphalt mixtures to temperature is higher than to load at a significant level of 0.05. Therefore, temperature is the main factor that affects the deformation resistances of the two asphalt mixtures, and load is the secondary factor. The nonlinear fitting index and flow number of temperature and load have significant influences on the deformation resistances of two asphalt mixtures when the significant levels are 0.013 and 0.113, respectively, reporting that the nonlinear fitting index is more suitable than the flow number for evaluating the deformation resistances of DCLR modified asphalt mixture and compound DCLR modified asphalt mixture within test temperature and load conditions.

     

    • FullText(HTML)
  • loading
    • References(32)
  • [1]
    ZHAO Yong-shang. Study on the performances of DCLR modified asphalt and asphalt mortar[D]. Beijing: Beijing University of Civil Engineering and Architecture, 2015. (in Chinese).
    [2]
    HE Liang. Study on the preparation and performance of asphalt modified by coal liquefaction residue[D]. Xi'an: Chang'an University, 2013. (in Chinese).
    [3]
    SHI Yue-feng, JI Jie, SUO Zhi, et al. Study on the high-and-low-temperature properties of TLA modified asphalt mortar based on DSR and BBR[J]. Highway Engineering, 2016, 41 (5): 72-76. (in Chinese). doi: 10.3969/j.issn.1674-0610.2016.05.015
    [4]
    JI Jie, LI Peng-fei, SUO Zhi, et al. Analysis of the properties of asphalt mortar affected by DCLR content and filler-asphalt ratio[J]. Journal of Chongqing Jiaotong University (Natural Science), 2016, 35 (2): 35-39. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-CQJT201602009.htm
    [5]
    JI Jie, WANG Di, SUO Zhi, et al. Study on direct coal liquefaction residue influence on mechanical properties of flexible pavement[J]. International Journal of Pavement Research and Technology, 2018, 11 (4): 355-362. doi: 10.1016/j.ijprt.2017.09.006
    [6]
    JI Jie, WANG Di, SHI Yue-feng, et al. Study on the performances of the DCLR modified asphalt mixtures[J]. Journal of Zhengzhou University (Engineering Science), 2016, 37 (4): 67-71. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-ZZGY201604015.htm
    [7]
    ZHU Tan-yong, MA Tao, HUANG Xiao-ming, et al. Evaluating the rutting resistance of asphalt mixtures using a simplified tri-axial repeated load test[J]. Construction and Building Materials, 2016, 116: 72-78. doi: 10.1016/j.conbuildmat.2016.04.102
    [8]
    QIAO Y N, DAWSON A, HUVSTIG A, et al. Calculating rutting of some thin flexible pavements from repeated load triaxial test data[J]. International Journal of Pavement Engineering, 2015, 16 (6): 467-476. doi: 10.1080/10298436.2014.943127
    [9]
    ZOKAEI-ASHTIANI A, TIRADO C, CARRASCO C, et al. Impact of different approaches to modelling rigid pavement base layers on slab curling stresses[J]. International Journal of Pavement Engineering, 2016, 17 (10): 861-869. doi: 10.1080/10298436.2015.1019505
    [10]
    KATICHA S W, FLINTSCH G W, LOULIZI A. Identifying non-linear HMA behaviour from uniaxial creep and dynamic modulus test results[J]. International Journal of Microstructure and Materials Properties, 2012, 7 (5): 380-389. doi: 10.1504/IJMMP.2012.050941
    [11]
    LI Hui, HUANG Xiao-ming, ZHANG Jiu-peng, et al. Simulation analysis on rutting of asphalt pavements considering consecutive temperature variation[J]. Journal of Southeast University (Natural Science Edition), 2007, 37 (5): 915-920. (in Chinese). doi: 10.3321/j.issn:1001-0505.2007.05.035
    [12]
    CHOI S H, SHIN E J, SEONG B S. Simulation of deformation twins and deformation texture in an AZ31 Mg alloy under uniaxial compression[J]. Acta Materialia, 2007, 55 (12): 4181-4192. doi: 10.1016/j.actamat.2007.03.015
    [13]
    ZHAO G Y, PRISCO M D, VANDEWALLE L. Experimental investigation on uniaxial tensile creep behavior of cracked steel fiber reinforced concrete[J]. Materials and Structures, 2015, 48 (10): 3173-3185. doi: 10.1617/s11527-014-0389-1
    [14]
    SAEVARSDOTTIR T, ERLINGSSON S. Modelling of responses and rutting profile of a flexible pavement structure in a heavy vehicle simulator test[J]. Road Materials and Pavement Design, 2015, 16 (1): 1-18. doi: 10.1080/14680629.2014.939698
    [15]
    ZHANG Jiu-peng, HUANG Xiao-ming, GAO Ying, et al. Triaxial repeated load test method for permanent deformation of asphalt mixture[J]. Journal of Building Materials, 2008, 11 (5): 616-620. (in Chinese). doi: 10.3969/j.issn.1007-9629.2008.05.020
    [16]
    ZHANG Jiu-peng, HUANG Xiao-ming, LI Hui. Permanent deformation of asphalt mixture under repeated load[J]. Journal of Southeast University (Natural Science Edition), 2008, 38 (3): 511-515. (in Chinese). doi: 10.3321/j.issn:1001-0505.2008.03.029
    [17]
    ZHANG Jiu-peng. Research on rutting of asphalt pavement based on viscoelastic-damage mechanics theory[D]. Nanjing: Southeast University, 2009. (in Chinese).
    [18]
    ZHU Hao-ran, YANG Jun, SHI Xiao, et al. Relationship between repeated triaxial test and Hamburg wheel tracking test on asphalt mixtures[J]. Journal of Southeast University (English Edition), 2010, 26 (1): 117-121.
    [19]
    ZHU Hao-ran, SUN Lu. A viscoelastic-viscoplastic damage constitutive model for asphalt mixtures based on thermodynamics[J]. International Journal of Plasticity, 2013, 40: 81-100. doi: 10.1016/j.ijplas.2012.07.005
    [20]
    XUE Guo-qiang, HUANG Xiao-ming. Research on permanent deformation of asphalt mixture by triaxial repeated load test[J]. Journal of Highway and Transportation Research and Development, 2009, 26 (11): 1-5. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200911002.htm
    [21]
    Applied Research Associates. Guide for mechanistic-empirical pavement design[R]. Washington DC: Transportation Research Board, 2004.
    [22]
    LI Jin-feng. Research on dynamic triaxial test of asphalt mixture permanent deformation[D]. Chongqing: Chongqing Jiaotong University, 2012. (in Chinese).
    [23]
    WANG Yuan-yuan, SUN Lu. Pavement performance evaluation of recycled styrene-butadiene-styrene-modified asphalt mixture[J]. International Journal of Pavement Engineering, 2017, 18 (5): 404-413. doi: 10.1080/10298436.2015.1095296
    [24] JTG E20—2011, 公路工程沥青及沥青混合料试验规程[S]. JTG E20—2011, standard test methods of bitumen and bituminous mixtures for highway engineering[S]. (in Chinese).
    [25] JTG E42—2005, 公路工程集料试验规程[S]. JTG E42—2005, test methods of aggregate for highway engineering[S]. (in Chinese).
    [26]
    LI Jin-feng, LIANG Nai-xing, WANG Xin-yang, et al. Analysis of AC-13 asphalt mixture permanent deformation in triaxial repeated load test[J]. Journal of Chongqing Jiaotong University (Natural Science), 2012, 31 (1): 2-5. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-CQJT201201014.htm
    [27]
    HASSAN R, LIN O, THANANJEYAN A. A comparison between three approaches for modelling deterioration of five pavement surfaces[J]. International Journal of Pavement Engineering, 2017, 18 (1): 26-35. doi: 10.1080/10298436.2015.1030744
    [28]
    SARIDE S, RAYABHARAPU V K, VEDPATHAK S. Evaluation of rutting behaviour of geocell reinforced sand subgrades under repeated loading[J]. Indian Geotechnical Journal, 2015, 45 (4): 378-388. doi: 10.1007/s40098-014-0120-8
    [29]
    ZHOU Yu-ming, WEI Jian-guo, SHI Song, et al. Properties of composite-modified asphalt with polyphosphoric acid and rubber powder[J]. Journal of Chang'an University (Natural Science Edition), 2018, 38 (5): 9-17. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201805003.htm
    [30]
    LI Da. Influence of RAP content on durability of warm-mix recycled asphalt mixture[J]. Journal of Chang'an University (Natural Science Edition), 2018, 38 (5): 25-31, 48. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201805005.htm
    [31]
    YU Bin, ZHU Hao-ran, GU Xing-yu, et al. Modified repeated load tri-axial test for the high-temperature performance evaluation of HMA[J]. Road Materials and Pavement Design, 2015, 16 (4): 784-798.
    [32]
    WANG Hui, LI Xue-lian, ZHANG Qi-sen. Rutting in asphalt pavement under heavy load and high temperature[J]. China Civil Engineering Journal, 2009, 42 (5): 139-144. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200905026.htm
    • Relative Articles
    • Supplements(0)
    • Cited By

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (2900) PDF downloads(1544) Cited by()
    Related

    Website copyright Journal of Traffic and Transportation Engineering Editorial Department陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang'an University, Middle Section of South 2nd Ring Road, Xi'an, China（710064） Tel：029-82334388 Email：jygc@gfscw.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return