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contributor authorYasin Dursun Sari
contributor authorA. Gunhan Pasamehmetoglu
contributor authorErkan Cetiner
contributor authorSenayi Donmez
date accessioned2017-05-08T21:32:05Z
date available2017-05-08T21:32:05Z
date copyrightJanuary 2008
date issued2008
identifier other%28asce%291532-3641%282008%298%3A1%2874%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55144
description abstractIn this paper, preliminary support design of a tunnel was analyzed by numerical and empirical approaches. The case study for this analysis is a tunnel to be constructed on the Bilecik-Istanbul roadway in Turkey. The rock mass properties of the tunnel route and design support recommendations were obtained by using an empirical approach. The rock mass properties obtained from the empirical method were used as input parameters for the numerical analysis. The empirical and numerical results, in terms of support design, were evaluated. It was seen that the numerical analysis results supported by empirical values were logical and reliable.
publisherAmerican Society of Civil Engineers
titleNumerical Analysis of a Tunnel Support Design in Conjunction with Empirical Methods
typeJournal Paper
journal volume8
journal issue1
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)1532-3641(2008)8:1(74)
treeInternational Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 001
contenttypeFulltext


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