Citation: | JING Guoqing, FU Hao, JIA Wenli, YAO Li, LIN Hongsong. Experimental Study on Lateral Resistance of Optimized Ⅲc Sleeper with Different Frame Types[J]. Journal of Southwest Jiaotong University, 2018, 53(4): 727-732. doi: 10.3969/j.issn.0258-2724.2018.04.009 |
井国庆.铁路有砟道床[M].中国:中国铁道出版社, 2012:158-163.
|
杨艳丽. Ⅲ型混凝土轨枕有砟道床纵横向阻力设计参数试验研究[J].铁道工程学报, 2010(10):49-51, 57. doi: 10.3969/j.issn.1006-2106.2010.10.011
YANG Yanli. Experimental study on design parameters of longitudinal and lateral resistance of ballast bed for Ⅲ-type concrete sleeper[J]. Journal of Railway Engineering Society, 2010(10):49-51, 57. doi: 10.3969/j.issn.1006-2106.2010.10.011
|
高亮, 罗奇, 徐旸, 等.道床断面尺寸对道床横向阻力的影响[J].西南交通大学学报, 2014, 49(6):954-960. doi: 10.3969/j.issn.0258-2724.2014.06.004
GAO Liang, LUO Qi, XU Yang, et al. Effects of ballast bed section dimension on its lateral resistance[J]. Journal of Southwest Jiaotong University, 2014, 49(6):954-960. doi: 10.3969/j.issn.0258-2724.2014.06.004
|
KABO E. A numerical study of the lateral ballast resistance in railway tracks[J]. Proceedings of the Institution of Mechanical Engineers, Part F:Journal of Rail and Rapid Transit, 2006, 220(4):425-433. doi: 10.1243/0954409JRRT61
|
JING G Q, LUO Q, WANG Z J. Micro-analysis lateral ballast resistance of seismic characteristics[J]. Journal of Vibroengineering, 2014, 16(1):533-544.
|
REMENNIKOV A, KAEWUNRUEN S. Experimental investigation on dynamic railway sleeper/ballast interaction[J]. Experimental Mechanics, 2006, 46(1):57-66. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=75622b631b76c151f639a5987ebdda7d
|
TUTUMLUER E, HUANG H, HASHASH Y. Aggregate shape effects on ballast tamping and railroad track lateral stability[C]//AREMA Annual Conference. Loisville Kentucky: AREMA, 2006: 17-20.
|
LEPEN L, BHANDARI A R, POWRIE W. Sleeper end resistance of ballasted railway tracks[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2014, 140(5):04014004. doi: 10.1061/(ASCE)GT.1943-5606.0001088
|
ZAKERI J A, BAKHTIARY A. Comparing lateral resistance to different types of sleeper in ballasted railway tracks[J]. Scientia Iranica, 2014, 21(1):101-107. https://www.sid.ir/En/Journal/ViewPaper.aspx?ID=354659
|
LEPEN L. Track behaviour: the importance of the sleeper to ballast interface[D]. Southampton: University of Southampton, 2008.
|
PROFILLIDIS V, PONIRIDIS P. The mechanical behaviour of the sleeper-ballast interface[J]. Computers & Structures, 1986, 24(3):437-441. http://www.sciencedirect.com/science/article/pii/0045794986903214
|
陈小平, 王平, 吕关仁.大型养路机械清筛和维修作业对道床阻力的影响[J].铁道标准设计, 2004, 47(4):90-92. doi: 10.3969/j.issn.1004-2954.2004.04.036
|
ZHOU T Y, HU B, XU P, et al. Numerical study on the evolution of force Chain inside railway ballast under tamping operation[J]. Applied Mechanics & Materials, 2015, 724:275-278. http://www.scientific.net/AMM.724.275
|
SADEGHI J M, BABAEE A. Structural optimization of B70 railway prestressed concrete sleepers[J]. Iranian Journal of Science & Technology Transaction B Engineering, 2006, 30(B4):461-473. https://www.sid.ir/en/journal/ViewPaper.aspx?FID=8542006b404
|
HAYANO K, KOIKE Y, NAKAMURA T, et al. Effects of sleeper shape on lateral resistance of railway ballasted tracks[J]. Geotechnical Special Publication, 2014, 65(240):491-499. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=CC0214516127
|
杜香刚.重载铁路新型高稳定性预应力混凝土轨枕的研发[J].铁道建筑, 2016(3):113-117. doi: 10.3969/j.issn.1003-1995.2016.03.28
DU Xianggang. Research and development of new-type prestressed concrete sleeper with high stability for heavy haul railway[J]. Railway Engineering, 2016(3):113-117. doi: 10.3969/j.issn.1003-1995.2016.03.28
|
凌烈鹏, 冯毅杰, 李家林.异型玻璃钢轨枕的设计及应用[J].铁道建筑, 2012(7):112-114. doi: 10.3969/j.issn.1003-1995.2012.07-34
LING Liepeng, FENG Yijie, LI Jialin. Design and application of shaped FRP sleeper[J]. Railway Engineering, 2012(7):112-114. doi: 10.3969/j.issn.1003-1995.2012.07-34
|
AWAD Z K, YUSAF T. Fibre composite railway sleeper design by using FE approach and optimization techniques[J]. Structural Engineering and Mechanics, 2012, 41(2):231-242. doi: 10.12989/sem.2012.41.2.231
|
HARRIS D K, LUTCH R H, AHLBORN T M, et al. Optimization of a prestressed concrete railroad crosstie for heavy-haul applications[J]. Journal of Transportation Engineering, 2010, 137(11):815-822. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=4d0a4322a58085c91d4aeba5e0f1f156
|
ZAKERI J A, MIRFATTAHI B, FAKHARI M. Lateral resistance of railway track with frictional sleepers[J]. Transport, 2012, 165(2):151-155.
|
MONTALBÁN DOMINGO L, REAL HERRAIZ J I, ZAMORANO C, et al. Design of a new high lateral resistance sleeper and performance comparison with conventional sleepers in a curved railway track by means of finite element models[J]. Latin American Journal of Solids and Structures, 2014, 11(7):1238-1250. doi: 10.1590/S1679-78252014000700009
|
WOLF H E. Flexural behavior of prestressed concrete monoblock crossties[D]. Urbana: University of Illinois at Urbana-Champaign, 2015.
|
LE PEN L M, POWRIE W. Contribution of base, crib, and shoulder ballast to the lateral sliding resistance of railway track:a geotechnical perspective[J]. Proceedings of the Institution of Mechanical Engineers, Part F:Journal of Rail and Rapid Transit, 2011, 225(2):113-128. doi: 10.1177/0954409710397094
|
LICHTBERGER B. The lateral resistance of the track (part 2)[J]. European Railway Review, 2007:1-7.
|
中华人民共和国铁道部.高速铁路有砟轨道线路维修规则(试行)[M].北京:中国铁道出版社, 2013:9-10.
|
高亮, 谷爱军.道床阻力测试方法的新探讨[J].北方交通大学学报, 1999, 23(4):91-95. http://d.old.wanfangdata.com.cn/Periodical/bfjtdxxb199904022
GAO Liang, GU Aijun. Discussion on the new testing method of ballast resistance[J]. Journal of Northern Jiaotong University, 1999, 23(4):91-95. http://d.old.wanfangdata.com.cn/Periodical/bfjtdxxb199904022
|