Citation: | JING Guoqing, WANG Xinyu, ZHOU Qiang, YAO Li. Experiments Study on Longitudinal and Lateral Resistance of Steel Rod Reinforced Sleeper[J]. Journal of Southwest Jiaotong University, 2021, 56(6): 1192-1196, 1213. doi: 10.3969/j.issn.0258-2724.20191215 |
In order to explore the longitudinal and lateral resistance mechanism, contribution and influence of steel rod depth and shoulder width of steel rod reinforced sleeper, and to provide a new method for increasing resilience and stability of the long sharp slope in Sichuan−Tibet railway, a series of longitudinal and lateral resistance tests were carried out. Firstly, the overall characteristics and contribution of the longitudinal and lateral resistance of the steel rod reinforced sleeper were obtained. Then, by changing steel rod depth and shoulder width, the influence of them on the longitudinal and lateral resistance of the steel rod reinforced sleeper was explored. The results show that, compared with ordinary sleepers, the longitudinal and lateral resistance of steel rod reinforced sleeper has increased. With the shoulder with of 500 mm, shoulder height of 0 and insertion depth of 400 mm, the lateral resistance of steel rod reinforced sleeper is 53.7% higher than that of ordinary sleepers with shoulder width of 500 mm and pile height of 150 mm, and longitudinal resistance is 39.2% higher. At the same time, the contribution of sleeper bottom in lateral resistance is 8% higher compared with ordinary sleepers, with 26% higher in longitudinal resistance. The insertion depth of the steel rod exerts a great influence on the resistance. For instance, with shoulder width of 500 mm and shoulder height of 0, when insertion depth changes from 100 mm to 400 mm, the increment of longitudinal is from 5.1% to 39.2%, and that of lateral resistance is from 6.1% to 53.7%, compared with ordinary sleepers with shoulder width of 500 mm and shoulder height of 150 mm. With the change of the shoulder width, the longitudinal resistance changes slightly and the lateral resistance changes more.
[1] |
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,2010,145(10): 49-51. doi: 10.3969/j.issn.1006-2106.2010.10.011
YANG Yanli. Experimental study on design parameters of lateral and longitudinal resistance of ballast bed with type Ⅲ concrete sleeper[J]. Journal of Railway Engineering Society, 2010, 145(10): 49-51. doi: 10.3969/j.issn.1006-2106.2010.10.011
|
[2] |
井国庆,贾文利,付豪,等. 高速铁路有砟道床横向阻力特性与固化技术[J]. 西南交通大学学报,2019,54(5): 1087-1092. doi: 10.3969/j.issn.0258-2724.2018.04.009
JING Guoqing, JIA Wenli, FU Hao, et al. High-speed ballasted railway track lateral resistance characteristics and reinforcements[J]. Journal of Southwest Jiaotong University, 2019, 54(5): 1087-1092. doi: 10.3969/j.issn.0258-2724.2018.04.009
|
[3] |
刘浩,王源,刘淦中,等. 轨道框架对散粒体道床非线性纵向阻力影响的试验研究[J]. 铁道学报,2017,39(5): 84-89. doi: 10.3969/j.issn.1001-8360.2017.05.013
LIU Hao, WANG Yuan, LIU Ganzhong, et al. Experimental study on effect of track frame on nonlinear longitudinal resistance of granular ballast bed[J]. Journal of the China Railway Society, 2017, 39(5): 84-89. doi: 10.3969/j.issn.1001-8360.2017.05.013
|
[4] |
杨全亮,朱彬. Ⅲ型混凝土轨枕道床纵、横向阻力试验分析[J]. 铁道标准设计,2010(3): 4-6. doi: 10.3969/j.issn.1004-2954.2010.03.002
|
[5] |
林红松, 颜华, 刘浩. 川藏铁路跨区间无缝线路适应性分析[C]//川藏铁路建设的挑战与对策——2016学术交流会论文集. 成都: 人民交通出版社, 2016: 493-498.
|
[6] |
黄艳磊,邓军桥,张红伟. 川藏铁路限制坡度方案研究[J]. 高速铁路技术,2015,6(3): 97-101. doi: 10.3969/j.issn.1674-8247.2015.03.022
HUANG Yanlei, DENG Junqiao, ZHANG Hongwei. Schematic study on limiting gradient of Chengdu−Lhasa railway[J]. High Speed Railway Technology, 2015, 6(3): 97-101. doi: 10.3969/j.issn.1674-8247.2015.03.022
|
[7] |
宋章,张广泽,蒋良文,等. 川藏铁路主要地质灾害特征及地质选线探析[J]. 铁道标准设计,2016,60(1): 64-67.
SONG Zhang , ZHANG Guangze , JIANG Liangwen. Analysis of the characteristics of major geological disasters and geological alignment of Sichuan−Tibet railway[J]. Railway Standard Design, 2016, 60(1): 64-67.
|
[8] |
卢耀荣. 无缝线路研究与应用[M]. 北京: 中国铁道出版社, 2004: 87.
|
[9] |
黄长绥,孙中正. 铁路沥青道床的应用与发展[J]. 铁道工程学报,1991(3): 138-146.
|
[10] |
JING G Q, ZHANG X, JIA W L. Lateral resistance of polyurethane-reinforced ballast with the application of new bonding schemes:laboratory tests and discrete element simulations[J]. Construction and Building Materials, 2019, 221: 627-636. doi: 10.1016/j.conbuildmat.2019.06.114
|
[11] |
JING G Q, AELA P, FU H, et al. Numerical and experimental analysis of single tie push tests on different shapes of concrete sleepers in ballasted tracks[J]. Proceedings of the Institution of Mechanical Engineers,Part F:Journal of Rail and Rapid Transit, 2018, 233: 666-677.
|
[12] |
ZAKERI J A, MIRFATTAHI B, FAKHARI M. Lateral resistance of railway track with frictional sleepers[J]. Proceedings of the Institution of Civil Engineers-Transport, 2012, 39: 151-155.
|
[13] |
井国庆,贾文利,强伟乐,等. 有砟道床梯形轨枕横向阻力试验与构成分析[J]. 西南交通大学学报,2019,54(1): 9-13.
JING Guoqing, JIA Wenli, QIANG Weile, et al. Ladder sleeper lateral resistance test and contribution analysis of ballasted track[J]. Journal of Southwest Jiaotong University, 2019, 54(1): 9-13.
|
[14] |
ESMAEILI M, KHODAVERDIAN A, NEYESTANAKI H K, et al. Investigating the effect of nailed sleepers on increasing the lateral resistance of ballasted track[J]. Computers and Geotechnics, 2016, 71: 1-11. doi: 10.1016/j.compgeo.2015.08.006
|
[1] | CHEN Cheng, RAO Wenjin, LI Wenjun, ZHANG Lei, TANG Yuyan. Maintenance Mechanism of Ballast Tamping and Stone-Blowing Using Discrete Element Method[J]. Journal of Southwest Jiaotong University, 2024, 59(2): 256-263, 306. doi: 10.3969/j.issn.0258-2724.20220171 |
[2] | GUO Yunlong, WANG Xinyu, LIAN Dong, WAN Hongyu, JING Guoqing. Lateral Resistance of Frictional Sleeper Ballast Bed[J]. Journal of Southwest Jiaotong University, 2022, 57(2): 301-305, 368. doi: 10.3969/j.issn.0258-2724.20200464 |
[3] | WU Fangyin, HE Chuan, WANG Bo, ZHANG Junbo, MENG Wei, LIU Jinsong. Rock Burst Intensity Classification of Lhasa−Linzhi Railway Based on Stress Criterion[J]. Journal of Southwest Jiaotong University, 2021, 56(4): 792-800. doi: 10.3969/j.issn.0258-2724.20191167 |
[4] | CUI Xuhao, XIAO Hong. Dynamic Characteristics Analysis of Hardening Railway Ballast Bed Based on Discrete Element Method[J]. Journal of Southwest Jiaotong University, 2021, 56(6): 1197-1204. doi: 10.3969/j.issn.0258-2724.20200113 |
[5] | SU Chengguang, LIU Dan, ZHAO Pingrui, LIU Xueyi. Meso-mechanical Effect of Track Slab Rebar Corrosion[J]. Journal of Southwest Jiaotong University, 2020, 55(2): 273-281, 289. doi: 10.3969/j.issn.0258-2724.20190321 |
[6] | WEI Youxin, YANG Bin, ZHAO Yanxi, CAI Xiaopei, HUANG Cheng. Theoretical Calculation of Crack Performance in Continuous Track Slab in Severe Cold Area[J]. Journal of Southwest Jiaotong University, 2019, 54(6): 1219-1226. doi: 10.3969/j.issn.0258-2724.20180557 |
[7] | JING Guoqing, JIA Wenli, FU Hao, LU Wei. High-Speed Ballasted Railway Track Lateral Resistance Characteristics and Reinforcements[J]. Journal of Southwest Jiaotong University, 2019, 54(5): 1087-1092. doi: 10.3969/j.issn.0258-2724.20170480 |
[8] | JING Guoqing, JIA Wenli, QIANG Weile, LU Wei. Ladder Sleeper Lateral Resistance Test and Contribution Analysis of Ballasted Track[J]. Journal of Southwest Jiaotong University, 2019, 54(1): 9-13. doi: 10.3969/j.issn.0258-2724.20170481 |
[9] | 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 |
[10] | XIAO Hong, LING Xing. Experiment and DEM Analysis of Lateral Resistance of Glued Ballast[J]. Journal of Southwest Jiaotong University, 2017, 30(6): 1046-1054. doi: 10.3969/j.issn.0258-2724.2017.06.002 |
[11] | LIU Hao, XIE Kaize, WANG Ping, XIAO Jieling, CHEN Rong. Effect of Regional Distribution and Degradation of Ballast Resistance on Longitudinal Force of Rail[J]. Journal of Southwest Jiaotong University, 2017, 30(1): 98-105. doi: 10.3969/j.issn.0258-2724.2017.01.014 |
[12] | ZHAO Pingrui, YAN Jianhua, WANG Kejiang, WANG Dong, LI Wei, WANG Jiawei. Model Experiment Study of Continuous Track Slab Tension Cracks[J]. Journal of Southwest Jiaotong University, 2014, 27(5): 793-798. doi: 10.3969/j.issn.0258-2724.2014.05.008 |
[13] | GAO Liang, LUO Qi, XU Yang, JIANG Hanke, QU Cun. Effects of Ballast Bed Section Dimension on Its Lateral Resistance[J]. Journal of Southwest Jiaotong University, 2014, 27(6): 954-960. doi: 10.3969/j.issn.0258-2724.2014.06.004 |
[14] | WEI Youxin, QIN Chaohong, LI Chenghui, YANG Bin. Length Determination of Track Concrete Plate for Unit Double-Block Ballastless Track[J]. Journal of Southwest Jiaotong University, 2013, 26(2): 297-302,309. doi: 10.3969/j.issn.0258-2724.2013.02.017 |
[15] | QIU Yanjun, FANG Mingjing, ZHANG Xiaojing, WEI Yongxing. Dynamic Analysis of Structural Adaptivity of Ballastless Track Substructure of High-Speed Railway[J]. Journal of Southwest Jiaotong University, 2011, 24(2): 183-187. doi: 10.3969/j.issn.0258-2724.2011.02.001 |
[16] | WEI Qiang, ZHAO Guo-Tang, GAO Yong-Jie, CAO Xiao-Pei, FU Qi-Zhang. Experimental Research of Anchored System for Longitudinal Connected Ballastless Track in High-Speed Railway[J]. Journal of Southwest Jiaotong University, 2011, 24(4): 553-558. doi: 10.3969/j.issn.0258-2724.2011.04.005 |
[17] | LIN Hongsong, LI Peigang, YAN Hua, LIU Xueyi. Mechanical Analysis of Ballastless Track with Damaged Cracks under Train Load[J]. Journal of Southwest Jiaotong University, 2010, 23(6): 904-908. doi: 10.3969/j.issn.0258-2724.2010.06.014 |
[18] | LI Cheng-hui, YUJin-jiang, QIUWen-ge. Analysis on Dynamic Loads on Ballast of Shenzhen Subway[J]. Journal of Southwest Jiaotong University, 2001, 14(2): 169-171. |
1. | 郭云龙,王新雨,廉栋,宛洪宇,井国庆. 摩擦型轨枕道床的横向阻力研究. 西南交通大学学报. 2022(02): 301-305+368 . ![]() | |
2. | 井国庆,王新雨,谢家乐,郭云龙. 有砟轨道框架纵向阻力试验研究. 铁道工程学报. 2021(09): 20-23+60 . ![]() |