Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/106536
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dc.contributor.authorZhang, Dinglien
dc.contributor.authorFang, Qianen
dc.contributor.authorLi, Pengfeien
dc.contributor.authorWong, Louis Ngai Yuenen
dc.date.accessioned2014-10-13T07:43:18Zen
dc.date.accessioned2019-12-06T22:13:39Z-
dc.date.available2014-10-13T07:43:18Zen
dc.date.available2019-12-06T22:13:39Z-
dc.date.copyright2013en
dc.date.issued2013en
dc.identifier.citationZhang, D., Fang, Q., Li, P., & Wong, L. N. Y. (2013). Structural responses of secondary lining of high-speed railway tunnel excavated in Loess ground. Advances in structural engineering, 16(8), 1371-1380.en
dc.identifier.issn1369-4332en
dc.identifier.urihttps://hdl.handle.net/10356/106536-
dc.description.abstractTo systematically study the mechanical properties and structural responses of the secondary lining for high-speed railway tunnels excavated in loess ground, on-site monitoring was performed to measure the contact pressure between the primary lining and secondary lining. It is found that the contact pressure reaches its first peak value when the tunnel formwork carriage is removed. The load acting on secondary lining is in the form of deformation pressure, which is different from the loose pressure prescribed in the China Tunnel Design Standard. The results obtained from this study enhance our understanding towards the mechanical characteristics of secondary lining for high-speed railway tunnels and are also beneficial to secondary lining design.en
dc.format.extent10 p.en
dc.language.isoenen
dc.relation.ispartofseriesAdvances in structural engineeringen
dc.rights© 2013 Multi-Science Publishing. This paper was published in Advances in Structural Engineering and is made available as an electronic reprint (preprint) with permission of Multi-Science Publishing. The paper can be found at the following official DOI: [http://dx.doi.org/10.1260/1369-4332.16.8.1371]. One print or electronic copy may be made for personal use only. Systematic or multiple reproduction, distribution to multiple locations via electronic or other means, duplication of any material in this paper for a fee or for commercial purposes, or modification of the content of the paper is prohibited and is subject to penalties under law.en
dc.subjectDRNTU::Engineering::Civil engineering::Structures and designen
dc.titleStructural responses of secondary lining of high-speed railway tunnel excavated in loess grounden
dc.typeJournal Articleen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.identifier.doi10.1260/1369-4332.16.8.1371en
dc.description.versionPublished versionen
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item.grantfulltextopen-
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