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Study on the consolidation state of sediments in the Huelva Estuary (SW Spain)

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Abstract

This study investigates the consolidation properties of muddy sediments from the Huelva Estuary (Spain). Soil index properties were calculated and oedometer tests were undertaken to establish the consolidation properties. The results indicated most of the soils were of medium–low plasticity and high–very high compressibility. The paper discusses the difference in the overconsolidation ratios of the sedimentological units distinguished, noting that in the upper 10 m the soils are overconsolidated while below that depth high pore pressures are frequently present such that the soil can be metastable.

Résumé

L’étude s’intéresse au phénomène de consolidation pour des sédiments argileux de l’estuaire de Huelva (Espagne). Les paramètres d’identification géotechnique ont été calculés et des essais oedométriques réalisés afin d’étudier le phénomène de consolidation. Les résultats ont montré que la plupart des sols présentaient une plasticité moyenne à faible et une compressibilité forte à très forte. L’article discute des différences de degrés de sur-consolidation entre les unités sédimentologiques distinguées, notant que dans les 10 m supérieurs les sols étaient sur-consolidés tandis qu’en dessous de cette profondeur de fortes pressions de pore sont fréquentes de sorte que le sol peut être qualifié de métastable.

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References

  • AENOR (1999) Geotecnia Ensayos de campo y laboratorio. Asociación Española de Normalización y Certificación. Madrid, pp 385

  • Becker DE, Crooks JHA, Been K, Jefferies MG (1987) Work as a criterion for determining in situ and yield stresses in clays. Can Geotech J 24:549–564

    Article  Google Scholar 

  • Bell FG (2000) Engineering properties of soils and rocks. Blackwell Science Ltd., pp 484

  • Bochs-Montoro A, Camacho MA, García-Navarro E, Alonso-Chaves FM (2006) Características geotécnicas de los suelos en la ciudad de Huelva: parámetros de identificación y ensayos de consolidación. Geogaceta 39:79–82

    Google Scholar 

  • Borrego J, Ruiz F, Gonzalez-Regalado ML, Pendón JG, Morales JA (1999) The Holocene transgression into the estuarine central basin of the Odiel River mouth (Cadiz gulf, SW, Spain): lithology and faunal assemblages. Quat Sci Rev 18:769–788

    Article  Google Scholar 

  • Burland JB (1990) On the compressibility and shear strength of natural clays. Geotechnique 40:329–378

    Article  Google Scholar 

  • Butterfield R (1979) A natural compression law for soils. Geotechnique 29:469–480

    Article  Google Scholar 

  • Casagrande A (1936) The determination of the pre-consolidation load and its practical significance. In: Proceedings of the 1st international conference on soil mechanics and foundation engineering. Cambridge, England, vol. 3, pp 60–64

  • Chung SG, Giao PH, Kim GJ, Leroueil S (2002) Geotechnical properties of Pusan clays. Can Geotech J 39:1050–1060

    Article  Google Scholar 

  • Civis J, Sierro FJ, González-Delgado JA, Flores JA, Andrés I, Porta J, Valle MF (1987) El Neógeno marino de la Provincia de Huelva: Antecedentes y definición de las unidades litoestratigráficas, Paleontología del Neógeno de Huelva (W Cuenca del Guadalquivir). Universidad Salamanca, Departamento de Estratigrafía, Salamanca, pp 9–21

    Google Scholar 

  • García-Navarro E, Camacho MA, Morales JM (2009) Características geológico-geotécnicas del relleno holoceno de la Ría de Huelva. Revista de la Sociedad Geológica de España 22(3–4):221–230

    Google Scholar 

  • Grozic JLH, Lunne T, Pande S (2003) An oedometer test study on the preconsolidation stress of glaciomarine clays. Can Geotech J 40:857–872

    Article  Google Scholar 

  • Hawkins AB (1984) Depositional characteristics of estuarine alluvium: some engineering implications. QJEG 17:219–234

    Article  Google Scholar 

  • Jacobsen HM (1992) Bestemmelse af forbelastningstryk I laboratoriet. 11. In Nordiske Geotecknikermøde NGM-92, Aalborg, 2, pp 455–460

  • Janbu N (1969) The resistance concept applied to deformation of soils. In Proceedings of the 7th international soil mechanics and foundation engineering conference, Mexico City, August 1969. A. A. Balkema, Rotterdam, Boston, 1, pp 191–196

  • Kramer SL, Seed BH (1988) Initiation of soil liquefaction under static loading conditions. J Geotech Eng 114(4):412–430

    Article  Google Scholar 

  • Leroueil S, Tavenas F, Mieussens C, Peignaud M (1978) Construction pore pressures in clay foundations under embankments. Part II: generalized behaviour. Can Geotech J 15(1):66–82

    Article  Google Scholar 

  • Lobo FJ, Fernández-Salas LM, Hernández-Molina FJ, González R, Dias JMA, Díaz del Río V, Somoza L (2005) Holocene highstand deposits in the Gulf of Cadiz, SW Iberian Peninsula: a high-resolution record of hierarchical environmental changes. Mar Geol 219(2–3):109–131

    Article  Google Scholar 

  • Mayoral E, Pendón JG (1986) Icnofacies y Sedimentación en Zona Costera. Plioceno Superior (?), Litoral de Huelva. Acta Geológica Hispánica 21–22:507–513

    Google Scholar 

  • Morales JA, San Miguel EG, Borrego J (2003) Tasas de sedimentación reciente en la Ría de Huelva. Geogaceta 33:15–18

    Google Scholar 

  • Morin P, Leroueil S, Samson L (1983) Preconsolidation pressure of Champlain clays. Part I. In situ determination. Can Geotech J 20(4):782–802

    Article  Google Scholar 

  • Oikawa H (1987) Compression curve of soft soils. Soils Found 27:99–104

    Article  Google Scholar 

  • Onitsuka K, Hong Z, Hara Y, Yoshitake S (1995) Interpretation of oedometer test data for natural clays. Soils Found 35:61–70

    Article  Google Scholar 

  • Pacheco-Silva F (1970) A new graphical construction for determination of the pre-consolidation stress of a soil sample. In Proceedings of the 4th Brazilian conference on soil mechanics and foundation engineering. Rio de Janeiro, Brazil, vol 2 (1), pp 225–232

  • Rodríguez-Ramírez A (1996) Geomorfología continental y submarina del golfo de Cádiz (Guadiana-Guadalquivir) durante el Cuaternario reciente. PhD Thesis, University of Huelva, pp 370

  • Samadi-Boroujeni H, Fathi-Moghaddam M, Shafaie-Bajestan M, Vali-Samani HM (2008) Modelling of sedimentation and self-weight consolidation of cohesive sediments. In: Sediment and Ecohydraulics: INTERCOH 2005 T. Kusuda, H. Yamanishi, J. Spearman and J.Z. Gailani (eds). Elsevier BV, pp 165–191

  • Skempton AW (1953) The colloidal activity of clay. In: Proceedings of the third international conference on soil mechanics and foundation engineering. London, I: 57–61

  • Stanley DJ (1995) A global sea-level curve for the late Quaternary: the impossible dream? Mar Geol 125(1–2):1–6

    Article  Google Scholar 

  • Tomás A, Domenech C, Mira A, Cuenca A, Delgado J (2007) Preconsolidation stress in the Vega Baja and Media areas of the River Segura (SE Spain): causes and relationship with piezometric level changes. Eng Geol 91:135–151

    Article  Google Scholar 

  • Van Der Merwe DH (1964) The prediction of heave from the plasticity index and percentage clay fraction of soils. The Civil Engineer in South Africa, Institute of Civil Engineers: S. Africa, 6: 103–116

  • Yılmaz I, Üstünkaya M (2004) Unconsolidated clays from inner shore of the Gemlik Gulf in the Marmara Sea (Bursa–Turkey). Bull Eng Geol Env 63(2):133–139

    Google Scholar 

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Acknowledgments

This work has been financed by the Research Group of the Andalusian Government RNM 316 “Tectónica y Paleontología”. We especially acknowledge the contribution of the enterprise ASTM which did the boreholes and took the samples for this work. The support of Dr. Brian Hawkins was essential to the improvement of the manuscript to get this final version.

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Correspondence to M. A. Camacho.

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Camacho, M.A., García-Navarro, E. & Morales, J.A. Study on the consolidation state of sediments in the Huelva Estuary (SW Spain). Bull Eng Geol Environ 70, 699–707 (2011). https://doi.org/10.1007/s10064-011-0378-3

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  • DOI: https://doi.org/10.1007/s10064-011-0378-3

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