Influence of segmental joints on tunnel lining
Publication type: Journal Article
Publication date: 2010-07-01
scimago Q1
wos Q1
SJR: 2.269
CiteScore: 13.0
Impact factor: 7.4
ISSN: 08867798, 18784364
Building and Construction
Geotechnical Engineering and Engineering Geology
Abstract
A simplified method for evaluating the moment carrying of a segmental tunnel liner was proposed using a result from a FEM analysis in which parameters were obtained by calibration against a true scale model test. Influence of segmental joint, number of segment and soil subgrade modulus on the bending moment carrying characteristics of a segmental tunnel was examined. Joint was represented by a series of springs called angular joint stiffness. Based on a set of model tests, practical range of angular joint stiffness was in range of 1000–3000 kN m/rad. It was found that jointed lining carried smaller value of maximum bending moment than the non-jointed one. The reduction in bending moment, represented by the parameter called moment reduction factor, can be simply expressed as a function of angular joint stiffness and number segment.
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136
Total citations:
136
Citations from 2024:
18
(13.24%)
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GOST
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Teachavorasinskun S., Chub-Uppakarn T. Influence of segmental joints on tunnel lining // Tunnelling and Underground Space Technology. 2010. Vol. 25. No. 4. pp. 490-494.
GOST all authors (up to 50)
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Teachavorasinskun S., Chub-Uppakarn T. Influence of segmental joints on tunnel lining // Tunnelling and Underground Space Technology. 2010. Vol. 25. No. 4. pp. 490-494.
Cite this
RIS
Copy
TY - JOUR
DO - 10.1016/j.tust.2010.02.003
UR - https://doi.org/10.1016/j.tust.2010.02.003
TI - Influence of segmental joints on tunnel lining
T2 - Tunnelling and Underground Space Technology
AU - Teachavorasinskun, Supot
AU - Chub-Uppakarn, Tanan
PY - 2010
DA - 2010/07/01
PB - Elsevier
SP - 490-494
IS - 4
VL - 25
SN - 0886-7798
SN - 1878-4364
ER -
Cite this
BibTex (up to 50 authors)
Copy
@article{2010_Teachavorasinskun,
author = {Supot Teachavorasinskun and Tanan Chub-Uppakarn},
title = {Influence of segmental joints on tunnel lining},
journal = {Tunnelling and Underground Space Technology},
year = {2010},
volume = {25},
publisher = {Elsevier},
month = {jul},
url = {https://doi.org/10.1016/j.tust.2010.02.003},
number = {4},
pages = {490--494},
doi = {10.1016/j.tust.2010.02.003}
}
Cite this
MLA
Copy
Teachavorasinskun, Supot, and Tanan Chub-Uppakarn. “Influence of segmental joints on tunnel lining.” Tunnelling and Underground Space Technology, vol. 25, no. 4, Jul. 2010, pp. 490-494. https://doi.org/10.1016/j.tust.2010.02.003.