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Title of Journal: Bull Eng Geol Environ

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Abbravation: Bulletin of Engineering Geology and the Environment

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Springer-Verlag

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DOI

10.1007/s12205-016-0547-9

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1435-9537

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Evaluation of surface settlements in the Istanbul

Authors: Rohola Hasanpour Hamid Chakeri Yilmaz Ozcelik Hasan Denek
Publish Date: 2012/04/05
Volume: 71, Issue: 3, Pages: 499-510
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Abstract

In urban areas the use of presupport in shallow tunnels is increasing in order to improve the excavation stability and reduce ground settlements induced by the tunneling This paper describes the effects of pipe roofing on surface settlements and evaluates the settlements associated with the twin tunnels in the Istanbul metro in terms of numerical semiempirical and measured values FLAC3D was used for the numerical modeling and the method suggested by Herzog for the semiempirical solution The numerical results indicate that the tunnel roof formed by the pipe roofing provides a restraining effect reducing deformation and ground surface settlement by up to 65  Herzog’s model yields higher maximum surface settlements than those observed When modified to include the effect of pipe roofing and the distance between the pipes however there is good agreement between the direct measurements and the values predicted by the numerical and modified Herzog modelsDans les zones urbaines l’utilisation de techniques de présoutènement pour les tunnels peu profonds se développe dans le but d’améliorer la stabilité en cours d’excavation et de diminuer les tassements des terrains résultant du creusement L’article décrit les effets des voûtesparapluie sur les tassements en surface et présente les tassements résultant du creusement du bitube pour le métro d’Istanbul mesurés ou calculés suivant des approches numériques et semiempiriques FLAC3D a été utilisé pour le modèle numérique et la méthode suggérée par Herzog pour la solution semiempirique Les résultats numériques indiquent que la voûtparapluie créée à l’avancement a un effet réducteur sur les déformations et le tassement en surface jusqu’à 65  Le modèle de Herzog conduit à des tassements maximum en surface plus importants que ceux observés Après prise en compte de la voûteparapluie et de la distance entre les forages de la voûteparapluie il apparaît un bon accord entre les mesures de tassement et les valeurs prévues par le modèle numérique ainsi qu’avec le modèle de Herzog modifié


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