Abstract
In this paper, the effects of segmental joints, dimensions of segments, and ground conditions on buckling of the shield tunnel linings under hydrostatic pressure are studied by analytical and numerical analysis. The results show that radial joints have significant impacts on the buckling behavior: the shield tunnel linings with flexible joints buckles in a single wave mode in the vicinity of K joint, while those with rigid joints buckles in a multi-wave mode around the linings. Hydrostatic buckling strength is found to increase with the flexural rigidity of the radial joint and the thickness of segment increasing. This study shows that ground support increases the buckling strength dramatically, while earth pressure reduces the capacity to resist hydrostatic buckling. The tunnel linings during construction are found to be easier to buckle than that during operation. Meanwhile, the buckling of tunnel linings is studied by theoretical analysis of buried tube buckling.
| Original language | English |
|---|---|
| Pages (from-to) | 144-155 |
| Number of pages | 12 |
| Journal | Tunnelling and Underground Space Technology |
| Volume | 49 |
| DOIs | |
| Publication status | Published - 2015 Jun 1 |
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Keywords
- Buckling
- Hydrostatic pressure
- Segmental joint
- Shield tunnel
ASJC Scopus subject areas
- Geotechnical Engineering and Engineering Geology
- Building and Construction
Cite this
Mechanism for buckling of shield tunnel linings under hydrostatic pressure. / Wang, J. H.; Zhang, W. J.; Guo, X.; Koizumi, A.; Tanaka, H.
In: Tunnelling and Underground Space Technology, Vol. 49, 01.06.2015, p. 144-155.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Mechanism for buckling of shield tunnel linings under hydrostatic pressure
AU - Wang, J. H.
AU - Zhang, W. J.
AU - Guo, X.
AU - Koizumi, A.
AU - Tanaka, H.
PY - 2015/6/1
Y1 - 2015/6/1
N2 - In this paper, the effects of segmental joints, dimensions of segments, and ground conditions on buckling of the shield tunnel linings under hydrostatic pressure are studied by analytical and numerical analysis. The results show that radial joints have significant impacts on the buckling behavior: the shield tunnel linings with flexible joints buckles in a single wave mode in the vicinity of K joint, while those with rigid joints buckles in a multi-wave mode around the linings. Hydrostatic buckling strength is found to increase with the flexural rigidity of the radial joint and the thickness of segment increasing. This study shows that ground support increases the buckling strength dramatically, while earth pressure reduces the capacity to resist hydrostatic buckling. The tunnel linings during construction are found to be easier to buckle than that during operation. Meanwhile, the buckling of tunnel linings is studied by theoretical analysis of buried tube buckling.
AB - In this paper, the effects of segmental joints, dimensions of segments, and ground conditions on buckling of the shield tunnel linings under hydrostatic pressure are studied by analytical and numerical analysis. The results show that radial joints have significant impacts on the buckling behavior: the shield tunnel linings with flexible joints buckles in a single wave mode in the vicinity of K joint, while those with rigid joints buckles in a multi-wave mode around the linings. Hydrostatic buckling strength is found to increase with the flexural rigidity of the radial joint and the thickness of segment increasing. This study shows that ground support increases the buckling strength dramatically, while earth pressure reduces the capacity to resist hydrostatic buckling. The tunnel linings during construction are found to be easier to buckle than that during operation. Meanwhile, the buckling of tunnel linings is studied by theoretical analysis of buried tube buckling.
KW - Buckling
KW - Hydrostatic pressure
KW - Segmental joint
KW - Shield tunnel
UR - http://www.scopus.com/inward/record.url?scp=84928526609&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84928526609&partnerID=8YFLogxK
U2 - 10.1016/j.tust.2015.04.012
DO - 10.1016/j.tust.2015.04.012
M3 - Article
AN - SCOPUS:84928526609
VL - 49
SP - 144
EP - 155
JO - Tunnelling and Underground Space Technology
JF - Tunnelling and Underground Space Technology
SN - 0886-7798
ER -