Author:
Ramadan Ahmed Nabil,Zhang Jinxi,Li Tianchi,Xu Biao,Jing Peng
Reference32 articles.
1. C. Ngamkhanong, B. Feng, E. Tutumluer, Y. M.A. Hashash, and S. Kaewunruen, "Evaluation of lateral stability of railway tracks due to ballast degradation," Constr. Build. Mater., vol. 278, p. 122342, Apr. 2021, doi: 10.1016/j.conbuildmat.2021.122342.
2. C. Shi, Z. Fan, D. P. Connolly, G. Jing, V. Markine, and Y. Guo, "Railway ballast performance: Recent advances in the understanding of geometry, distribution and degradation," Transp. Geotech., vol. 41, p. 101042, Jul. 2023, doi: 10.1016/j.trgeo.2023.101042.
3. A. Ebrahimi, J. M. Tinjum, and T. B. Edil, "Deformational behavior of fouled railway ballast," Can. Geotech. J., vol. 52, no. 3, pp. 344-355, Mar. 2015, doi: 10.1139/cgj-2013-0271.
4. N. TENNAKOON and B. INDRARATNA, "Behaviour of clay-fouled ballast under cyclic loading," Géotechnique, vol. 64, no. 6, pp. 502-506, May 2014, doi: 10.1680/geot.13.T.033.
5. M. Abughali, H. El-Hassan, and T. El-Maaddawy, “Properties of Geopolymer Concrete Made With Recycled Concrete Aggregates and Glass Fibers”.