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ZHANG Xiang-dong, REN Kun. Strength and damage characteristic of cement stabilized cinder macadam base[J]. Journal of Traffic and Transportation Engineering, 2018, 18(6): 1-9. doi: 10.19818/j.cnki.1671-1637.2018.06.001
Citation: ZHANG Xiang-dong, REN Kun. Strength and damage characteristic of cement stabilized cinder macadam base[J]. Journal of Traffic and Transportation Engineering, 2018, 18(6): 1-9. doi: 10.19818/j.cnki.1671-1637.2018.06.001
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Strength and damage characteristic of cement stabilized cinder macadam base

doi: 10.19818/j.cnki.1671-1637.2018.06.001

  • School of Civil Engineering, Liaoning Technical University, Fuxin 123000, Liaoning, China

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  • Author Bio:

    ZHANG Xiang-dong(1962-), male, professor, PhD, jwd101@126.com

  • Corresponding author: REN Kun(1988-), male, doctoralstudent, 568610013@qq.com
  • Received Date: 2018-05-31
  • Publish Date: 2018-12-25
    Abstract
  • In order to study the strength and damage characteristics of cement stabilized cinder macadam as a pavement base material, the optimal proportion of cement stabilized cinder macadam base under constraint conditions was obtained using the formula uniform test method.The ultrasonic wave velocity and unconfined compression strength of cement stabilized cinder macadam were tested through unconfined compression test and ultrasonic wave velocity test for different proportions, and the relationship between them was analyzed.Based on the ultrasonic wave velocity and the failure process of the specimens, the damage variable of cement stabilized cinder macadam was defined, the control threshold of damage development was proposed, and the constitutive relationship of cement stabilized cinder macadam base filler under unconfined compression was established.Analysis result shows that cement has a positive effect on the strength of the base material, while cinder has a negative effect on the strength of the material.The optimum proportion of cement stabilized cindermacadam is 5∶35∶60 (the mass ratio of cement, cinder and macadam).The strength of cement stabilized cinder macadam can reach 3.96 MPa, and it can be used as pavement base filler.As the compression strength increases, the ultrasonic wave velocity also increases, but the regularity between them is not strong.The test process can be divided into the compaction stage, elastic deformation stage, elastic-plastic deformation stage, and failure stage.Elastic deformation stage and elastic-plastic deformation stage can be distinguished by the change of ultrasonic wave velocity.The damage threshold of cement stabilized cinder macadam is determined to be 0.232 based on the ultrasonic wave velocity.The material can work with damage up to the damage threshold but cannot exceed it.

     

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    • References(31)
  • [1]
    QIAN Jue-shi, ZHENG Hong-wei, SONG Yuan-ming, et al. Special properties of fly ash and slag of fluidized bed coal combustion[J]. Journal of the Chinese Ceramic Society, 2008, 36 (10): 1396-1400. (in Chinese). doi: 10.3321/j.issn:0454-5648.2008.10.009
    [2]
    KURAMA H, KAYA M. Usage of coal combustion bottom ash in concrete mixture[J]. Construction and Building Materials, 2008, 22 (9): 1922-1928. doi: 10.1016/j.conbuildmat.2007.07.008
    [3]
    LYU Song-tao, ZHENG Jian-long, ZHONG Wen-liang. Characteristics of strength, modulus and fatigue damage for cement stabilized macadam in curing period[J]. China Journal of Highway and Transport, 2015, 28 (9): 9-15, 45. (in Chinese). doi: 10.3969/j.issn.1001-7372.2015.09.002
    [4]
    LYU Song-tao, CHEN Jie-dong, ZHANG Hui. Comparative analysis of tensile, compression, flexural static modulus and dynamic modulus of cement-stabilized macadam[J]. Journal of Highway and Transportation Research and Development, 2016, 33 (10): 39-43, 59. (in Chinese). doi: 10.3969/j.issn.1002-0268.2016.10.007
    [5]
    LI Ming-jie. Experimental study on influencing factors of strength of cement stabilized macadam[J]. Journal of Highway and Transportation Research and Development, 2010, 27 (4): 6-11, 43. (in Chinese). doi: 10.3969/j.issn.1002-0268.2010.04.002
    [6]
    ZHANG Hai-tao, LIANG Shuang, YANG Hong-sheng, et al. Study on performance of cement-stabilized crushed stone based on indoor vibration mix[J]. China Journal of Highway and Transport, 2018, 31 (8): 58-65. (in Chinese). doi: 10.3969/j.issn.1001-7372.2018.08.006
    [7]
    SHENG Yan-ping, LI Liang-liang, GUAN Bo-wen, et al. Study on the performance of gravel road stabilized by early strength agent and brucite fibers in alpine regions[J]. Journal of Glaciology and Geocryology, 2018, 40 (2): 355-361. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-BCDT201802017.htm
    [8]
    TIAN Yu-xiang, MA Biao, WANG Da-long, et al. Freeze resistance characteristics of cement-stabilized macadam under freeze-thaw cycle[J]. Journal of Chang'an University: Natural Science Edition, 2017, 37 (4): 84-91. (in Chinese). doi: 10.3969/j.issn.1671-8879.2017.04.011
    [9]
    SONG Hong-fang, YUE Zu-run, WANG Tian-liang, et al. Correlation between compaction indexes of foundation bed with cement-stabilized macadam for high speed railway subgrade in seasonal frozen soil region[J]. China Railway Science, 2018, 39 (5): 8-14. (in Chinese). doi: 10.3969/j.issn.1001-4632.2018.05.02
    [10]
    ZHAO Li-jun, JIANG Wen-zhi, HOU Jin-ru, et al. Influence of mixing methods on performance of compression strength for cement stabilized macadam mixture[J]. China Journal of Highway and Transport, 2018, 31 (1): 151-158. (in Chinese). doi: 10.3969/j.issn.1001-7372.2018.01.018
    [11]
    ZHANG Bin, ZHANG Lin-jiang, YANG Huan, et al. Properties of low cement macadam base material based on CT technology[J]. Journal of Liaoning Technical University: Natural Science, 2017, 36 (12): 1275-1278. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-FXKY201712008.htm
    [12]
    BAN H, PARK S W. Characteristics of modified soil-aggregate system and their application in pavements[J]. KSCE Journal of Civil Engineering, 2014, 18 (6): 1672-1678. doi: 10.1007/s12205-014-0639-3
    [13]
    BAGUI S K. Analytical investigation for determining ressilient modulus for interface layer of aggregates[J]. Jordan Journal of Civil Engineering, 2013, 7 (3): 313-325.
    [14]
    SUN Yu, LI Li-han. Strength assessment and mechanism analysis of cement stabilized reclaimed lime-fly ash macadam[J]. Construction and Building Materials, 2018, 166: 118-129. doi: 10.1016/j.conbuildmat.2018.01.139
    [15]
    LIU Zhi-jun. Experimental research on the engineering characteristics of polyester fiber-reinforced cement-stabilized macadam[J]. Journal of Materials in Civil Engineering, 2015, 27 (10): 1-10.
    [16]
    WANG Yi-qi, TAN Yi-qiu, GUO Meng, et al. Study on the dynamic compressive resilient modulus and frost resistance of semi-rigid base materials[J]. Road Materials and Pavement Design, 2017, 18 (S3): 1-11.
    [17]
    LIU Dong, LI Li-han, CUI Hua-jie. Strength performance of cement stabilized aggregate containing bottom ash aggregate (BAA)[J]. Journal of Buliding Materials, 2014, 17 (3): 538-542. (in Chinese). doi: 10.3969/j.issn.1007-9629.2014.03.030
    [18]
    LIU Dong, LI Li-han, CUI Hua-jie. Pavement performance of cement stabilized municipal solid waste incineration bottom ash aggregate and crushed stones[J]. Journal of Tongji University: Natural Science, 2015, 43 (3): 405-409, 415. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ201503013.htm
    [19]
    ZHANG Hu-zhu, CHENG Pei-feng, SHAO Hong-jie, et al. Test research on temperature shrinkage performance of cement and cinder stabilized coal gangue base course materials[J]. Journal of Highway and Transportation Research and Development, 2007, 24 (11): 29-32. (in Chinese). doi: 10.3969/j.issn.1002-0268.2007.11.007
    [20]
    YU Ping. Study on fatigue resistance of cement stabilized steel slag macadam base[D]. Chongqing: Chongqing Jiaotong University, 2017. (in Chinese).
    [21]
    MAO Xin-ya. Application of non-ferrous metal smelting slag in urban road base material[D]. Dalian: Dalian Jiaotong University, 2017. (in Chinese).
    [22]
    PECQUEUR G, CRIGNON C, QUÉNÉE B. Behaviour of cement-treated MSWI bottom ash[J]. Waste Management, 2001, 21 (3): 229-233. doi: 10.1016/S0956-053X(00)00094-5
    [23]
    MÜLLER U, RÜBNER K. The microstructure of concrete made with municipal waste incinerator bottom ash as an aggregate component[J]. Cement and Concrete Research, 2006, 36 (8): 1434-1443. doi: 10.1016/j.cemconres.2006.03.023
    [24]
    SMARZEWSKI P, BARNAT-HUNEK D. Mechanical and durability related properties of high performance concrete made with coal cinder and waste foundry sand[J]. Construction and Building Materials, 2016, 121: 9-17. doi: 10.1016/j.conbuildmat.2016.05.148
    [25]
    HEARN G J, OTTO A, GREENING P A K, et al. Engineering geology of cinder gravel in Ethiopia: prospecting, testing and application to low-volume roads[J]. Bulletin of Engineering Geology and the Environment, 2018, 77: 1-16. doi: 10.1007/s10064-017-1053-0
    [26]
    LI Xiang-guo, SONG Liu-qing, MA Bao-guo, et al. Stimulation of MSWI bottom ash activity and effects on cement performance[J]. Journal of Wuhan University of Technology, 2012, 34 (6): 1-5. (in Chinese). doi: 10.3963/j.issn.1671-4431.2012.06.001
    [27]
    XIE Yan, WU Xiao-mei, FAN Yue-ming, et al. Investigation into incineration bottom ash of municipal solid waste used as cement admixture[J]. Journal of South China University of Technology: Natural Science Edition, 2009, 37 (12): 37-43. (in Chinese). doi: 10.3321/j.issn:1000-565X.2009.12.008
    [28]
    ZHANG Ming, WANG Fei, YANG Qiang. Statistical damage constitutive model for rocks based on triaxial compression tests[J]. Chinese Journal of Geotechnical Engineering, 2013, 35 (11): 1965-1971. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201311003.htm
    [29]
    ZHANG Guo-kai, LI Hai-bo, XIA Xiang, et al. Research on energy and damage evolution of rock under uniaxial compression[J]. Rock and Soil Mechanics, 2015, 36 (S1): 94-100. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2015S1016.htm
    [30]
    CHEN Xu-guang, ZHANG Qiang-yong. Research on the energy dissipation and release in the process of rock shear failure[J]. Journal of Mining and Safety Engineering, 2010, 27 (2): 179-184. (in Chinese). doi: 10.3969/j.issn.1673-3363.2010.02.008
    [31]
    WANG Y, LI X, ZHENG B. Experimental study on mechanical properties of clay soil under compression by ultrasonic test[J]. European Journal of Environmental and Civil Engineering, 2018, 22 (6): .
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