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:

E-mail address:

© 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

Es

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

LTMV ,

537 Piotr Łaziński and Stefan Pradelok / Procedia Engineering 161 ( 2016 ) 530 – 537