Procedia Engineering 161 ( 2016 ) 530 – 537
1877-7058 © 2016 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 WMCAUS 2016doi: 10.1016/j.proeng.2016.08.684
ScienceDirectAvailable online at www.sciencedirect.com
aSilesian University of Technology, Mechanics and Bridges Department, Akademicka 5, 44-100 Gliwice, Poland
Keywords:
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© 2016 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 WMCAUS 2016
531 Piotr Łaziński and Stefan Pradelok / Procedia Engineering 161 ( 2016 ) 530 – 537
k+2
532 Piotr Łaziński and Stefan Pradelok / Procedia Engineering 161 ( 2016 ) 530 – 537
LTMI
LTMILTMI-1 -3
LTMI- 4, LTMI-4a
LTMI-4b
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LTMI-1 - 3 4aEb
4.1. Initial load test of the viaduct
LTMI 1-3,
533 Piotr Łaziński and Stefan Pradelok / Procedia Engineering 161 ( 2016 ) 530 – 537
LTMI-1
LTMI-2LTMI-3
534 Piotr Łaziński and Stefan Pradelok / Procedia Engineering 161 ( 2016 ) 530 – 537
4.2. Final load test of viaduct
LTMI-4bLTMI-4a
535 Piotr Łaziński and Stefan Pradelok / Procedia Engineering 161 ( 2016 ) 530 – 537
LTMI-b
LTMI-4a
LTMI-4a
DAF
LTMI
CDMLTMV
536 Piotr Łaziński and Stefan Pradelok / Procedia Engineering 161 ( 2016 ) 530 – 537
CDMLTMI-4b
LTMI-4a
LTMV
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537 Piotr Łaziński and Stefan Pradelok / Procedia Engineering 161 ( 2016 ) 530 – 537