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Modelação dos efeitos viscosos no comportamento de túneis em ...

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Marques, F.E.R., 1998. Análise do <strong>comportamento</strong> <strong>de</strong> um túnel aberto nas formações miocénicas <strong>de</strong><br />

Lisboa. Coimbra: Dissertação apresentada à Faculda<strong>de</strong> <strong>de</strong> Ciências e Tec<strong>no</strong>logia da Universida<strong>de</strong> <strong>de</strong><br />

Coimbra.<br />

Moitinho <strong>de</strong> Almeida, I.M., 1991. Características Geotécnicas <strong>dos</strong> Solos <strong>de</strong> Lisboa. Lisboa:<br />

Dissertação apresentada à Universida<strong>de</strong> <strong>de</strong> Lisboa.<br />

Naghdi, P.M. e Murch, S.A., 1963. On the mechanical behavior of viscoelastic/plastic solids. Journal<br />

of Applied Meteorol., 30, pp.321-28.<br />

Nguyen Minh, D., 1986. Modèles rhèologiques pour l'analyse du comport<strong>em</strong>ent différé <strong>de</strong>s galeries<br />

profon<strong>de</strong>s. In Proceedings of the International Congress on Large Un<strong>de</strong>rground Openings, Vol. 2.<br />

Italy, 1986.<br />

Olszak, W. e Perzyna, P., 1966. On elastic-viscoplastic soils, rheology and soil mechanics. In<br />

International Union of Theoretical and Applied Mechanics Symposium, Gre<strong>no</strong>ble. Springer, Berlin,<br />

1966.<br />

Olszak, W. e Perzyna, P., 1970. Stationary and <strong>no</strong>nstationary viscoplasticity. New York: McGraw-Hill.<br />

Oreste, P., 2009. The Convergence-Confin<strong>em</strong>ent Method: Roles and Limits in Mo<strong>de</strong>rn Geomechanical<br />

Tunnel Design. American Journal of Applied Sciences, 6, nº4, pp.757-71.<br />

Panet, M., 1995. Le calcul <strong>de</strong>s tunnels par la métho<strong>de</strong> convergence-confin<strong>em</strong>ent. Paris: Presses <strong>de</strong><br />

l'Ecole Nationale <strong>de</strong>s Ponts et Chaussées.<br />

Panet, M. e Guellec, P., 1979. Contribution à l'étu<strong>de</strong> du soutèn<strong>em</strong>ent d'un tunnel à l'arrière du front <strong>de</strong><br />

taille. In 3rd International Congress on Rock Mechanics. Denver, 1979.<br />

Perzyna, P., 1963. The constitutive equations for workhar<strong>de</strong>ning and rate sensitive plastic materials.<br />

Proc. of Vibrational Probl<strong>em</strong>s, 4, nº3, pp.281-90.<br />

Prager, W., 1949. Recent <strong>de</strong>velopments in the math<strong>em</strong>atical theory of plasticity. Journal of Applied<br />

Physics, 20, nº3, pp.235-41.<br />

Ranken, R.E. e Ghaboussi, J., 1975. UILU-ENG75-2016 Tunnel <strong>de</strong>sign consi<strong>de</strong>rations: analysis of<br />

stresses and <strong>de</strong>formations around advancing tunnels. Springfield: NTIS - National Technical<br />

Information Service, U.S. Department of Commerce.<br />

Rocha, M., 1976. Estruturas Subterrâneas. Túneis, cavernas, poços. Lisboa: Laboratório Nacional <strong>de</strong><br />

Engenharia Civil.<br />

Sälfors, G., 1975. Preconsolidation Pressure of Soft High Plastic Clays. Gothenburg: Ph.D. Thesis,<br />

Chalmers University of Tech<strong>no</strong>logy.<br />

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