Journal of the Korean Society for Railway (한국철도학회논문집)
- Volume 14 Issue 1
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- Pages.49-56
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- 2011
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- 1738-6225(pISSN)
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- 2288-2235(eISSN)
DOI QR Code
A Comparative of Ground Stress with Difference of the Fixed Point Loading and Moving Wheel Loading
모형실험을 통한 고정 및 이동하중 재하 방법에 따른 노반 변형거동 비교
- Received : 2010.11.03
- Accepted : 2010.12.20
- Published : 2011.02.26
Abstract
In this paper, it was compared the characteristics of the stress and settlement that occur from a track on the ground using a model test and has quantitatively analyzed the difference based on stress path and effect of the rotation of principal stress. Under identical roadbed conditions, the settlement generated by moving wheel loads were found to be 6 times and 3 times larger than that from static loads and cyclic loads, respectively. The deviator stress affecting shear deformation and the length of stress path generated by moving loads were twofold or greater increase than those by static loads. Furthermore, the stress path generated by moving loads was approached more closely to Mohr-Coulomb failure criteria compared to that by static loads. Also, it was found that ballasted track was occurred about 60% of maximum stress at
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References
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