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Volume 39 Issue 12
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WANG Tian-liang, SONG Hong-fang, GUO Zhuo-hao, YUE Zu-run, LIN Yong-qing. Freeze-thaw characteristics of subgrade macadam fillings influenced by cement content and grain-size composition[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(12): 2180-2186. DOI: 10.11779/CJGE201712005
Citation: WANG Tian-liang, SONG Hong-fang, GUO Zhuo-hao, YUE Zu-run, LIN Yong-qing. Freeze-thaw characteristics of subgrade macadam fillings influenced by cement content and grain-size composition[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(12): 2180-2186. DOI: 10.11779/CJGE201712005
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Freeze-thaw characteristics of subgrade macadam fillings influenced by cement content and grain-size composition

  • 1. School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China;
    2. Key Laboratory of Roads and Railway Engineering Safety Control of Ministry of Education, Shijiazhuang Tiedao University, Shijiazhuang 050043, China;
    3. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China

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  • Received Date: September 16, 2016
  • Published Date: December 24, 2017
    Graphical Abstract
    • Abstract
  • Motivated by the practical application of cement-stabilized macadam to high-speed railway subgrade in cold regions, a series of tests are conducted using an integrated method learnt from an evaluation system used for semi-rigid highway foundations considering the characteristics of high-speed railway subgrade in cold regions. The compaction results, frost-heave property, permeability, freeze-thaw durability and shrinkage property of subgrade macadam fillings influenced by cement content and grain size composition are deeply studied and analyzed. The following results are obtained. The compaction indexes of cement-stabilized macadam subgrade are satisfied or exceed the compaction standard under the tested compositions. The lack of large-sized soil particles weakens the frost-heave sensibility, improves the permeability, and reduces the compressive strength and moisture stability of cement-stabilized macadam samples. In addition, a mixture of cement effectively compensates for the reduction in compressive strength and increases the shrinkage deformation of cement-stabilized macadam samples. The compressive strength decreases with every increment of freeze-thaw cycles, and then levels off after 10 freeze-thaw cycles. For the engineering practice of high-speed railway subgrade in cold regions, the cement-stabilized macadam with 3% of fines and 3% of cement addition is suitable for the subgrade without any demand for permeability, and the cement-stabilized macadam with grains greater than 0.5 mm in size and 3% of cement addition is suitable for the required permeability of subgrade.
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  • [1]
    荆志东, 刘俊新. 红层泥岩半刚性基床结构动态变形试验研究[J]. 岩土力学, 2010, 31(7): 2116-2121. (JING Zhi-dong, LIU Jun-xin. Experimental research on dynamic deformation of semi-rigid structures of subgrade bed-mudstone of red beds[J]. Rock and Soil Mechanics, 2010, 31(7): 2116-2121. (in Chinese))
    [2]
    杨西锋. 高纬度严寒地区高速铁路路基防冻胀设计研究[J]. 铁道标准设计, 2014, 58(8): 6-11. (YANG Xi-feng. Design research on subgrade anti-frost for high-speed railway in high latitude and severe cold region[J]. Railway Standard Design, 2014, 58(8): 6-11. (in Chinese))
    [3]
    闫宏业, 赵国堂, 蔡德钩, 等. 高速铁路渗透性基床防冻胀结构研究[J]. 铁道建筑, 2015(5): 98-102. (YAN Hong-ye, ZHAO Guo-tang, CAI De-gou, et al. Research on anti-frost heaving structure of permeable subgrade bed on high speed railway[J]. Railway Engineering, 2015(5): 98-102. (in Chinese))
    [4]
    赵世运, 杨彦克, 李福海, 等. 高速铁路路基冻胀特性水泥掺入的改性研究[J]. 铁道学报, 2014, 36(5): 71-75. (ZHAO Shi-yun, YANG Yan-ke, LI Fu-hai, et al. Research on cement-modified frost heave characteristics of high-speed railway subgrade[J]. Journal of the China Railway Society, 2014, 36(5): 71-75. (in Chinese))
    [5]
    熊志文, 金兰, 程 佳, 等. 高速铁路改良粗颗粒填料冻胀特性试验研究[J]. 中国铁道科学, 2015, 36(5): 1-6. (XIONG Zhi-wen, JIN Lan, CHENG Jia, et al. Experimental study on frost heaving characteristics of improved coarse grain filling for high speed railway[J]. China Railway Science, 2015, 36(5): 1-6. (in Chinese))
    [6]
    曾梦澜, 薛子龙, 谷世君, 等.开级配水泥稳定碎石基层路用性能的试验研究[J]. 北京工业大学学报, 2015, 41(4): 579-583. (ZENG Meng-lan, XUE Zi-long, GU Shi-jun, et al. Trial study on the pavement performance of open graded cement stabilized aggregate base[J]. Journal of Beijing University of Technology, 2015, 41(4): 579-583. (in Chinese))
    [7]
    FARHAN A H, DAWSON A R, THOM N H, et al. Flexural characteristics of rubberized cement-stabilized crushed aggregate for pavement structure[J]. Materials and Design, 2015, 88: 897-905.
    [8]
    李 頔, 蒋应军, 任皎龙.基于振动法的抗疲劳断裂水泥稳定碎石强度标准[J]. 建筑材料学报, 2013, 16(2): 276-283. (LI Di, JIANG Ying-jun, REN Jiao-long. Strength standard of anti-fatigue-fracture cement stabilized macadam based on vibration testing method[J]. Journal of Building Materials, 2013, 16(2): 276-283. (in Chinese))
    [9]
    王 龙, 解晓光. 水泥稳定碎石振动与静压成型物理力学指标关系[J]. 哈尔滨工业大学学报, 2012, 44(10): 276-283. (WANG Long, XIE Xiao-guang. Relationship on index of physics and mechanics cement stabilized aggregates between vibrating and static compacting methods[J]. Journal of Harbin Institute of Technology, 2012, 44(10): 276-283. (in Chinese))
    [10]
    DISFANI M M, ARULRAJAH A, HAGHIGHI H, et al. Flexural beam fatigue strength evaluation of crushed brick as asupplementary material in cement stabilized recycled concreteaggregates[J]. Construction and Building Materials, 2014, 68: 667-676.
    [11]
    ARULRAJAH A, DISFANI M M, HAGHIGHI H, et al. Modulus of rupture evaluation of cement stabilized recycled glass/recycled concrete aggregate blends[J]. Construction and Building Materials, 2015, 84: 146-155.
    [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.
    [13]
    MA YH, GU JY, LI Y, et al. The bending fatigue performance of cement-stabilized aggregate reinforced with polypropylene filament fiber[J]. Construction and Building Materials. 2015, 83: 230-236.
    [14]
    ERHAN Güneyisi, MEHMET Gesoglu, TURAN Özturan, et al. Fracture behavior and mechanical properties of concrete with artificial lightweight aggregate and steel fiber[J]. Construction and Building Materials, 2015, 84: 156-168.
    [15]
    孙兆辉. 水泥稳定碎石温缩变形特性试验研究[J]. 建筑材料学报, 2009, 12(2): 249-252. (SUN Zhao-hui. Research on temperature shrinkage deformation properties of cement stabilized macadam[J]. Journal of Building Materials, 2009, 12(2): 249-252. (in Chinese))
    [16]
    吴瑞麟, 张良陈, 韩 卓, 等. 水泥稳定碎石基层长期浸水及冻融实验研究[J]. 华中科技大学学报, 2011, 39(10): 113-115. (WU Rui-lin, ZHANG Liang-chen, HAN Zhuo, et al. Long-term water immersion and freeze-thaw cycles experiment of cement stabilized macadam bases[J]. Journal of Huazhong University of Science and Technology, 2011, 39(10): 113-115. (in Chinese))
    [17]
    庄少勤, 刘 朴, 孙振平. 水泥稳定碎石变形性能及其影响因素[J]. 建筑材料学报, 2003, 6(4): 356-363. (ZHUANG Shao-qin, LIU Pu, SUN Zhen-ping. Investigation on deformation and its influencing factors of cement-stabilized macadam base[J]. Journal of Building Materials, 2003, 6(4): 356-363. (in Chinese))
    [18]
    ZHANG Yu-zhi, DU Yan-liang, SUN Bao-chen. Temperature distribution analysis of high-speed railway roadbed in seasonally frozen regions based on empirical model[J]. Cold Regions Science and Technology, 2015, 114: 61-72.
    [19]
    WANG Tian-liang, LIU Yao-jun, YAN Han, et al. An experimental study on the mechanical properties of silty soils under repeated freeze-thaw cycles[J]. Cold Regions Science and Technology, 2015, 112(4): 51-65.
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