Granite residual soils mechanical relationship

• Autorzy: Pais L. J. A. , Ferreira Gomes L. M. , Almeida de P. G.
• Konferencja: Krajowa Konferencja Mechaniki Gruntów i Fundamentowania (XIII; 2003; Gliwice, Szczyrk) 11-13.06.2003
• Języki publikacji: EN

Abstrakty

EN

Undeformed and deformed samples were collected at the A.D.E.(Associacao Desportiva da Estacao) football field at Covilha, Portugal, for strength and compressibility laboratory tests. It was also performed "in situ" tests - CPT, DPL and DPSH. Strength parameters were estimated using classic correlation. Heterogeneity and local disturbances of the massif generated by the sampling procedure were avoided. Results obtained in laboratory conditions and indirectly by "in situ" tests were compared and a consistent correlation was found on the angle of internal friction (...). Such is due to the cohesion resulting from the bonding of a residual soil.

• Wydawca: IMOGEOR, Spółka z o. o.
• Czasopismo: Inżynieria Morska i Geotechnika
• Rocznik: 2003
• Tom: nr 3-4
• Strony: 144--148
• Opis fizyczny: Bibliogr. 13 poz., rys., tabl.

Twórcy

autor

Pais L. J. A.

autor

Ferreira Gomes L. M.

autor

Almeida de P. G.

• University of Beira Interior, Portugal

Bibliografia

• 1. Andrade Pais L.J.: Idealized zones on space of mechanical behavior for the granitic residual soil from Covilha. 9th Congress, Engineering Geology for developing Countries IAEG 2002. Durban. South Africa.
• 2. Cassan Maurice: Los ensaios in situ en la mecanica del suelo. Su ejecución e interpretación. Tomo I, ed. Tecnicos Asociados, Sa, Barcelona 1982.
• 3. Douglas B.J., Olson: Soil classification using electric cone penetrometer (in Cone penetration and testing and testing Edited by G.M. Norris and R.D. Holtz). Proc. Session sponsored by Geotechnical Division at Am. Soc. Civ. Engrs National Convention, St Louis (Missouri), Oct. 1981.
• 4. Durgunoglu H.T, Mitchell J.K.: Static penctration resistance of soils. Proc. Conf. On In-Situ Measurement of Soil Properties, Am. So. Civ. Engrs Raleigh (N. Carolina), June, Vol. 1, 1975.
• 5. IAEG: Rock and soil description and classification for engineering geological mapping. Bull. IAEG, n°24, 1981.
• 6. I.G.M.: Instituto Geológico e Mineiro, 1999. www.igm.pt
• 7. Jamiolkowski et al: New developments in field and laboratory testing soils. Theme Lecture, 11th Int. Conf. on Soil Mechanics and Foundation Engineering, San Francisco 1985.
• 8. Lemos L.J.L., Andrade Pais L.J.: Comportamento Mecanico do Solo Residual Granitico da Covilha. Geotecnia n° 90, Revista da Sociedade Portugoesa de Gotecnia, 2000.
• 9. Meyerhof G.G.: Compaction of sands and bearing capacity of piles Pro. Am. Soc. Civil Engrs-J. Soil Mech. Found. Div, Dec. 1959 85 (SM6)
• 10. Meyerhof G.G.: State-of-the-art of penetration testing in countries outside Europe. lsl Eur. Symp. On Penetration Testing, Vol. 2.1, Stockholm 1974.
• 11. Pupalla A.J., Acar Y.B., Senneset K.: Cone penetration in cemented sands: bearing capacity interpretation. J. Geot. Eng. Div., Vol 119, N° 12, ASCE, 1993.
• 12. Robertson P.K., Campanella R.G.: Interpretation of cone penetration test: Parts 1 and 2. Canadian Geotech., j. Nov., 1983 20.
• 13. Searle I.W.: The interpretation of Begemann friction jacket cone results to give soil types and design parameters. Proc. 7th Eur. Conf. In Soil Mechanics and Foundations Engineering, Vol. 2, Brighton 1979.