CLC number: U24; TU4
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2012-09-27
Cited: 13
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Debakanta Mishra, Erol Tutumluer, Timothy D. Stark, James P. Hyslip, Steven M. Chrismer, Michael Tomas. Investigation of differential movement at railroad bridge approaches through geotechnical instrumentation[J]. Journal of Zhejiang University Science A, 2012, 13(11): 814-824.
@article{title="Investigation of differential movement at railroad bridge approaches through geotechnical instrumentation",
author="Debakanta Mishra, Erol Tutumluer, Timothy D. Stark, James P. Hyslip, Steven M. Chrismer, Michael Tomas",
journal="Journal of Zhejiang University Science A",
volume="13",
number="11",
pages="814-824",
year="2012",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A12ISGT7"
}
%0 Journal Article
%T Investigation of differential movement at railroad bridge approaches through geotechnical instrumentation
%A Debakanta Mishra
%A Erol Tutumluer
%A Timothy D. Stark
%A James P. Hyslip
%A Steven M. Chrismer
%A Michael Tomas
%J Journal of Zhejiang University SCIENCE A
%V 13
%N 11
%P 814-824
%@ 1673-565X
%D 2012
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A12ISGT7
TY - JOUR
T1 - Investigation of differential movement at railroad bridge approaches through geotechnical instrumentation
A1 - Debakanta Mishra
A1 - Erol Tutumluer
A1 - Timothy D. Stark
A1 - James P. Hyslip
A1 - Steven M. Chrismer
A1 - Michael Tomas
J0 - Journal of Zhejiang University Science A
VL - 13
IS - 11
SP - 814
EP - 824
%@ 1673-565X
Y1 - 2012
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A12ISGT7
Abstract: Railway transitions experience differential movements due to differences in track system stiffness, track damping characteristics, foundation type, ballast settlement from fouling and/or degradation, as well as fill and subgrade settlement. This differential movement is especially problematic for high speed rail infrastructure as the ‘bump’ at the transition is accentuated at high speeds. Identification of different factors contributing towards this differential movement, as well as development of design and maintenance strategies to mitigate the problem is imperative for the safe and economical operation of both freight and passenger rail networks. This paper presents the research framework and initial instrumentation details from an ongoing research effort at the University of Illinois at Urbana-Champaign. Three bridge approaches experiencing recurrent geometry problems were instrumented using multidepth deflectometers (MDDs) and strain gages to identify different factors contributing to the development of differential movements.
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