Tunnel liner subjected to excavation loading

A laboratory study is conducted to estimate moments, thrusts and deformation in a tunnel liner subjected to ‘excavation loading\ The effects of thrust, moment and deformation of the depth of burial are examined and the results are compared with the solutions offered by Burns and Richard (1964) and b...

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Main Authors: George, K. P., Yusuf, Mohd. Zain
Format: Article
Language:English
Published: Penerbit UTM Press 1981
Subjects:
Online Access:http://eprints.utm.my/6245/
http://eprints.utm.my/6245/1/MohdZainYusuf1981_TunnelLinerSubjectedtoExcavationLoading.pdf
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author George, K. P.
Yusuf, Mohd. Zain
author_facet George, K. P.
Yusuf, Mohd. Zain
author_sort George, K. P.
building UTeM Institutional Repository
collection Online Access
description A laboratory study is conducted to estimate moments, thrusts and deformation in a tunnel liner subjected to ‘excavation loading\ The effects of thrust, moment and deformation of the depth of burial are examined and the results are compared with the solutions offered by Burns and Richard (1964) and by Morgan (1961) and the finite element solutions of Mohraz et al. (1975). The researcher concludes that the agreement between the experimentally determined load values and those calculated from Morgan (1961) is so good that the latter are applicable to the design of tunnel liners to be deeply buried and subjected to excavation loading. In problems of shallow cover, however, reliable estimates of thrust, moment and deflection can be obtained by using rigid liner equations.
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spelling utm-62452017-11-01T04:17:57Z http://eprints.utm.my/6245/ Tunnel liner subjected to excavation loading George, K. P. Yusuf, Mohd. Zain TA Engineering (General). Civil engineering (General) A laboratory study is conducted to estimate moments, thrusts and deformation in a tunnel liner subjected to ‘excavation loading\ The effects of thrust, moment and deformation of the depth of burial are examined and the results are compared with the solutions offered by Burns and Richard (1964) and by Morgan (1961) and the finite element solutions of Mohraz et al. (1975). The researcher concludes that the agreement between the experimentally determined load values and those calculated from Morgan (1961) is so good that the latter are applicable to the design of tunnel liners to be deeply buried and subjected to excavation loading. In problems of shallow cover, however, reliable estimates of thrust, moment and deflection can be obtained by using rigid liner equations. Penerbit UTM Press 1981-07 Article PeerReviewed application/pdf en http://eprints.utm.my/6245/1/MohdZainYusuf1981_TunnelLinerSubjectedtoExcavationLoading.pdf George, K. P. and Yusuf, Mohd. Zain (1981) Tunnel liner subjected to excavation loading. Jurnal Teknologi, 2 . pp. 41-50. ISSN 2180-3722 (electronic) http://www.jurnalteknologi.utm.my/index.php/jurnalteknologi/article/view/669/658 doi:10.11113/jt.v2.669
spellingShingle TA Engineering (General). Civil engineering (General)
George, K. P.
Yusuf, Mohd. Zain
Tunnel liner subjected to excavation loading
title Tunnel liner subjected to excavation loading
title_full Tunnel liner subjected to excavation loading
title_fullStr Tunnel liner subjected to excavation loading
title_full_unstemmed Tunnel liner subjected to excavation loading
title_short Tunnel liner subjected to excavation loading
title_sort tunnel liner subjected to excavation loading
topic TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/6245/
http://eprints.utm.my/6245/
http://eprints.utm.my/6245/
http://eprints.utm.my/6245/1/MohdZainYusuf1981_TunnelLinerSubjectedtoExcavationLoading.pdf