Ensaios triaxiais dos solos residuais da cidade do Porto
DOI:
https://doi.org/10.14195/2184-8394_47_4Resumo
Descrevem-se e interpretam-se os resultados de ensaios triaxiais realizados com os solos residuais do "granito do Porto". Dá-se especial ênfase à influência da trajectória de tensões no comportamento daqueles solos.
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Referências
ASCE - Committee on Shallow Foundations of the Soil Mec. and Found. Div. (1972) - Surface investigation for design and construction of foundations of buildings - Journal of the Soil Mec. and Found. Div. - ASCE - Vol. 98, SM8.
BRETH, H., SCHUSTER, E. e PISE, P. (1973) - Axial Stress-Strain Characteristics of Sand - Joumal of lhe Soil Mec. and Found. Div. - ASCE - Vol. 99, SM8.
DUNCAN, J. M. e CHANG, C. Y. (1970) - Nonlinear analysis of stress and strain in soils - Joumal of lhe Soil Mec. and Found. Div. - ASCE - Vol. 96, SM5.
EISENSTEIN, Z. e LAW, S. T. C. (1979) - The role of constitutive laws in analysis of embankments - 3.e Int. Conf. on Numerical Methods in Geomechanics, Aachen.
KONDNER, R. L. (1963) - Hiperbolic stress strain response: cohesive soils - Journal of the Soil Mec. and Found. Div. - ASCE - Vol. 89, SMI.
KULHAWY, F. H. e DUNCAN, J. M. (1972) - Stresses and Movements in Oroville Dam - Joumal of the Soil Mec. and Found. Div. - ASCE - Vol. 98, SM7.
LADD, C. C., FOOTT, R., ISHIHARA, K., SCHLOSSER, F. e POULOS, H. G. (1977) – Relatório geral da sessão 1 - Stress-Deformation and Strength Characteristics - 9.º ICSMFE - Tokyo.
LAMBE, T. W. (1967) - The Stress Path Method - Journal of the Soil Mec. and Found. Div. – ASCE - Vol. 93, SM6.
LAMBE, T. W. e MARR, W. A. (1979) - Stress Path Method - Second Edition - Journal of the Geot. Eng. Div. - ASCE - Vol. 105, GT6.
LEE, K. L. (1970) - Comparison of plane strain and triaxial tests on sand - Journal of the Soil Mec. and Found. Div. - ASCE - Vol. 96, SM3.
MARTIN, R. E. (1977) - Estimating Foundation Settlements in residual soils - Journal of the Geot. Eng. Div. - ASCE - Vol. 103, GT3.
MATOS FERNANDES, M. (1983) - Estruturas flexíveis para suporte de terras. Novos métodos de dimensionamento - Tese de doutoramento na FEUP.
MEDEIROS, L. V. e EISENSTEIN, Z. (1983) -A deep retaining structure in till and sand. Part I: stress path effects - Canadian Geotechnical Journal, Vol. 20, N.º 1.
VAUGHAN, P. R. e KWAN, C. W. (1984) - Weathering, structure and in situ stress in residual soil - Geotechnique, Vol. 34, N.0 1.
WONG, K. S. e DUNCAN, J. M. (1974) - Hyperbolic Stress-strain parameters for nonlinear finite element analyses of stresses and movements in soil masses - Report TE-74-3, College of Engineering, Office of Research Services, Univ. of California, Berkeley, California.
