Effect of Grid Under Sleeper Pad on Shear Resistance at Sleeper–Ballast Interface
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-97-3737-6_49
Reference19 articles.
1. Abadi, T., Le Pen, L., Zervos, A., & Powrie, W. (2015). Measuring the area and number of ballast particle contacts at sleeper/ballast and ballast/subgrade interfaces. The International Journal of Railway Technology, 4(2), 45–72. https://doi.org/10.4203/ijrt.4.2
2. Bian, X., Li, W., Qian, Y., & Tutumluer, E. (2019). Micromechanical particle interactions in railway ballast through DEM simulations of direct shear tests. International Journal of Geomechanics, 19(5), 1–19. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001403
3. Esmaeili, M., Khodaverdian, A., Neyestanaki, H. K., & Nazari, S. (2016). Investigating the effect of nailed sleepers on increasing the lateral resistance of ballasted track. Computers and Geotechnics, 71, 1–11.
4. Guo, Y., Zong, L., Markine, V., Wang, X., & Jing, G. (2022). Experimental and numerical study on lateral and longitudinal resistance of ballasted track with nailed sleeper. International Journal of Rail Transportation, 10(1), 114–132. https://doi.org/10.1080/23248378.2021.1872424
5. Harkness, J., Zervos, A., Le Pen, L., Aingaran, S., & Powrie, W. (2016). Discrete element simulation of railway ballast: Modelling cell pressure effects in triaxial tests. Granular Matter, 18, 1–13. https://doi.org/10.1007/s10035-016-0660-y
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