Effect of Polyurethane Content on the Performance of Ballasts under Static and Cyclic Loading

Author:

Prasad Kandala Venkata Shiva1,Hussaini Syed Khaja Karimullah2ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Indian Institute of Technology Patna, Patna, Bihar 801 106, India.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Indian Institute of Technology Patna, Patna, Bihar 801 106, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference39 articles.

1. Atalar C. B. M. Das E. C. Shin and D. H. Kim. 2001. “Settlement of geogrid-reinforced railroad led to failure due to cyclic load.” In Vol. 3 of Proc. 15th Int. Conf. on Soil Mechanics and Geotechnical Engineering 2045–2048. London: International Conference on Soil Mechanics and Foundation Engineering.

2. Boler H. 2012. “On the shear strength of polyurethane coated railroad ballast.” M.Sc. thesis Dept. of Civil and Environmental Engineering Univ. of Illinois at Urbana-Champaign.

3. Stone blowing as a remedial measure to mitigate differential movement problems at railroad bridge approaches

4. The strength and dilatancy of sands

5. Dersch M. S. E. Tutumluer C. T. Peeler and D. K. Bower. 2010. “Polyurethane coating of railroad ballast aggregate for improved performance.” In Proc. Joint Rail Conf. Urbana IL: American Society of Mechanical Engineers.

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