Available online at www.sciencedirect.com
ScienceDirect Procedia Engineering 181 (2017) 68 – 75
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© 2017 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license 7KH$XWKRUV3XEOLVKHGE\(OVHYLHU/WG (http://creativecommons.org/licenses/by-nc-nd/4.0/). 3HHUUHYLHZXQGHUUHVSRQVLELOLW\RIWKHRUJDQL]LQJFRPPLWWHHRI,17(5(1* Peer-review under responsibility of the organizing committee of INTER-ENG 2016 Keywords:EDOODVWOD\HUVXSSRUWFRQGLWLRQVRSWLPL]DWLRQPDLQWHQDFHZRUNWDPSLQJ
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1877-7058 © 2017 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license
(http://creativecommons.org/licenses/by-nc-nd/4.0/). Peer-review under responsibility of the organizing committee of INTER-ENG 2016
doi:10.1016/j.proeng.2017.02.364
Szabolcs Attila Köllő et al. / Procedia Engineering 181 (2017) 68 – 75
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$QDO\VLVRIVXJJHVWHGVOHHSHUV 3.1. Partial ballast support condition when the sleeper is only supported in the areas of blocks
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Szabolcs Attila Köllő et al. / Procedia Engineering 181 (2017) 68 – 75
3.2. Full ballast support condition when the pressure beneath the mid span is half of the pressure beneath the blocks
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3.3. Full support along the whole length of sleeper with the same pressure value
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Szabolcs Attila Köllő et al. / Procedia Engineering 181 (2017) 68 – 75
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