水泥掺量和颗粒级配对碎石基床冻融特性影响的试验研究

王天亮; 宋宏芳; 郭卓豪; 岳祖润; 林永清

doi:10.11779/CJGE201712005

水泥掺量和颗粒级配对碎石基床冻融特性影响的试验研究 English Version

王天亮^1,2,
宋宏芳^3,1,
郭卓豪^1,2,
岳祖润^1,2,
林永清^1,2

1. 石家庄铁道大学土木工程学院,河北石家庄 050043;
2.道路与铁道工程安全保障省部共建教育部重点实验室（石家庄铁道大学）,河北石家庄 050043;
3. 北京交通大学土木建筑工程学院,北京 100044

基金项目: 河北省高校拔尖人才项目（BJ2014050）; 中国铁路总公司课题（2014G003-F）

详细信息

作者简介:
王天亮(1981-),男,河北保定人,博士,副教授,研究方向为地基变形控制与特殊土路基。E-mail：wangtl@stdu.edu.cn。

中图分类号: TU411.8
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出版历程
- 收稿日期: 2016-09-16
- 发布日期: 2017-12-24

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

摘要

摘要: 基于水泥稳定碎石在寒区高速铁路路基基床中应用的工程背景,借鉴公路行业水泥稳定碎石工程性能评估方法并结合寒区高速铁路路基基床的特点,通过一系列室内试验,深入研究和分析了水泥掺量、颗粒级配对碎石基床压实效果、冻胀性能、渗透性能、冻融耐久性能和温干缩指标的影响规律。研究结果表明：试验配比条件下,水泥稳定碎石基床各项压实指标均满足或超过高铁路基基床压实标准。较大粒径土颗粒的缺失,削弱了水泥稳定碎石试样的冻胀敏感性,提高了渗透性,降低了强度和水稳定性;水泥的掺加有效地弥补了粒径缺失导致的强度降低现象,但却增大了温缩、干缩变形;抗压强度随冻融次数的增加呈现整体衰减的趋势,并在经历10次冻融后趋于稳定。工程实践中,建议选用细粒土含量3%、水泥掺量3%的级配碎石作为非渗水性基床填料,去除0.5 mm以下颗粒、水泥掺量3%的级配碎石作为渗水性基床填料。
- 高铁路基 /
- 水泥稳定碎石 /
- 水泥掺量 /
- 颗粒级配 /
- 工程性能
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.
- high-speed railway subgrade /
- cement stabilized macadam /
- cement content /
- grain-size composition /
- engineering characteristic

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参考文献(19)

[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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