Effect of Viscoelastic Deformation for CA Mortar on Mechanical Responses of Track Structures

Author:

Ren JuanjuanORCID,Du Wei,Deng Shijie,Xiao YuanjieORCID,Li Haolan,Tian Genyuan

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference32 articles.

1. Cao SH, Yang RS, Liu XY, Su CG, Guo LK (2016) Analysis of water pressure in ballastless track crack. Journal of Southwest Jiaotong University 51(1):36–42, DOI: https://doi.org/10.3969/j.issn.0258-2724.2016.01.006 (in Chinese)

2. Harada Y (1976) Development of ultrarapid-hardening cement-asphalt mortar for grouted-ballast track structure. Quarterly Reports 17(1):6–11

3. Harada Y, Tottori S, Itai N, Noto T (1983) Development of cement-asphalt mortar for slab tracks in cold climate. Quarterly Reports 24(2):62–67

4. Hun S, Jeongyun D, Yangseob S (2006) Feasibility study of asphalt-modified mortars using asphalt emulsion. Construction and Building Materials 20(5):32–337, DOI: https://doi.org/10.1016/j.conbuildmat.2005.01.027

5. Josef B (2004) Creep mechanics. Springer-Verlag Berlin Heidelberg, Berlin, Germany, 50–75

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