岩土工程、土木及建筑工程 |
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列车振动荷载下铁路粉土路基的长期沉降 |
肖军华1,2, 周顺华2, 韦凯3 |
1. 南京工业大学 交通学院, 江苏 南京 210009; 2. 同济大学 道路与交通工程教育部重点实验室, 上海 201804;
3. 西南交通大学 牵引动力国家重点实验室, 四川 成都 610031 |
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Long term settlement of railroad silt subgrade induced by train loading |
XIAO Jun-hua1,2, ZHOU Shun-hua2, WEI Kai3 |
1. College of Transportation and Engineering, Nanjing University of Technology, Nanjing 210009, China;
2. Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji University, Shanghai 201804, China;
3. State Key Laboratory of Traction Power, Southwest Jiaotong University, Chengdu 610031, China |
[1] 中华人民共和国铁道部行业标准.TB100012005,铁路路基设计规范[S].北京: 中国铁道出版社, 2005.
Occupation standard of Ministry of Railways of PRC. TB100012005, Code for design on subgrade of railway [S]. Beijing: China railway press, 2005.
[2] 肖军华.提速列车荷载下粉土的力学响应与路基稳定性研究[D].北京:北京交通大学, 2008.
XIAO Junhua. Study on the dynamic properties of silt and subgrade stability subjected to train moving loading [D]. Beijing: Beijing Jiaotong University, 2008.
[3] 肖军华,刘建坤,彭丽云,等.黄河冲积粉土的干密度及含水率对力学性质影响[J].岩土力学,2008,29(2): 409414.
XIAO Junhua, LIU Jiankun, PENG Liyun, et al. Effect of dry density and moisture content on behaviors of YellowRiver alluvial silt [J]. Rock and Soil Mechanics, 2008, 29(2): 409-414.
[4] 肖军华,刘建坤.循环荷载下粉土路基土的变形性状[J].中国铁道科学,2010,31(1): 18. XIAO Junhua, LIU Jiankun. Deformation behaviors of silt subgrade soil under repeated loading [J]. China Railway Science, 2010, 31(1): 1-8.
[5] LIU Jiankun, XIAO Junhua. Experimental study on the stability of railroad silt subgrade with increasing train speed [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2010, 136(6): 833-841.
[6] MONISMITH C L, OGAWA N, FREEME C R. Permanent deformation characteristics of subgrade soils due to repeated loading [C]∥ Transportation Research Record 537. Washington DC: Transportation Research Board, 1975: 1-17.
[7] 铁道科学研究院.既有线提速200 km/h非改建地段试验报告[R].北京:铁道科学研究院,2006.
Chinese Academy of Railway Science. Measurements of subgrade dynamic responses on Chinese existing railway with train moving at speed of 200 km/h [R]. Beijing: Chinese Academy of Railway Science, 2006.
[8] 王其昌.高速铁路土木工程[M].成都:西南交通大学出版社,1999: 301-329.
[9] 王金昌,陈页开.ABAQUS在土木工程中的应用[M].杭州:浙江大学出版社,2006: 42-78.
[10] 梁波,蔡英.不平顺条件下高速铁路路基的动力分析[J].铁道学报,1999,21(2): 84-88.
LIANG Bo, CAI Ying. Dynamic analysis on subgrade of high speed railways in geometric irregular condition [J]. Journal of China Railway Society, 1999, 21(2): 84-88.
[11] LI D Q, SELIG E T. Accumulative plastic deformation for finegrained subgrade soil [J]. Journal of Geotechnical Engineering, 1996, 122(12): 1006-1013.
[12] 马伟斌,史存林,张千里,等.循环载荷作用下基床力学特性对道床影响的动态模型试验研究[J].铁道学报,2006,28(4): 102-108.
MA Weibin, SHI Cunlin, ZHANG Qianli, et al. Dynamic model experimental study on effects of mechanical properties of railway subgrade beds on ballast beds under cyclic loading [J]. Journal of China Railway Society, 2006, 28(4): 102-108. |
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