Determination of the correlation between the compression ratio in soil and index properties on soils of urban expansion in Pereira
Keywords:
Consolidation, Atterberg limits, compression index, volcanic ashAbstract
Soils in Pereira city are formed by deposits productthe weathering of volcanic ashes that have thick-ness between 6 and 20 m overlying the parent rock;characterization of this material is widely studiedwith respect to its formation process, features andpower of its layers. In this research is made theanalysis of the compression (behavior effort deformationunidimensional) and its relevance withphysical parameters such as liquid limit, specificgravity and unit weight of soil, in different placeson the urban expansion area in the city of Pereira,as an input to the geotechnical knowledge of theseresidual soils.
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References
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19. ash in Europe: a review and synthesis. EuropeanJournal of Soil Science, April 58, 356–377 Sudhakar M. R. 1995. Engineering Geology40, 215-221
20. So Ei-Kon. (1998). “Statistical correlation betweenallophane content and index propertiesfor volcanic cohesive soil”. Soils and Foundations.Vol. 38, No. 4, pp. 85-93
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23. Vasquez,M,J., Campos, A.G, Cardozo P,D yOsorio R,G. 2000. Base Ambiental con énfasisen riesgo. CARDER FOREC.
24. Verdugo, R. Singularities of Geotechnical Propertiesof Complex Soils in Seismic Regions.Journal of Geotechnical and GeoenvironmentalEngineering, Vol. 134, No. 7, July 1, 2008.
25. Wesley, L.D. (2001). “Consolidation behaviorof allophane clays”. Géotechnique, Vol. 51,No. 10, pp. 901-904.
26. Wesley L.D. (2003). Geotechnical propertiesof two volcanic soils. Geotechnics on the volcanicedge. Tauranga, March 2003. New ZealandGeotechnical Society Symposium. TheInstitution of Professional Engineers NewZealand.
2. CARDER, UNIVERSIDAD DE LOS ANDESy DNPDA. 1999. Exploración geotécnica,investigación de laboratorio y zonificaciónsísmica de Pereira, Dosquebradas y santa Rosade Cabal.
3. Coduto, D.2001. Foundation Design. Prentice-Hall.
4. Conte E. 2004. Consolidation analysis for unsaturatedsoils. Can. Geotech. J. 41: 599–612
5. Das, B M. 2001 Índice de compresión. En:Fundamentos de ingeniería geotécnica. México:Thomson
6. Jimenez, J.A. 1976. Geotecnia y Cimientos.Tomo I. Editorial Rueda Madrid.
7. Juarez, B.E y Rico R. 2005. Mecánica de Suelos.México: Editorial Limusa,
8. Koizumi, y., Ito, K., 1963. Compressibility ofa certain volcanic clay. Soils and Foundations3 (2), 37±48
9. Lambe, T.W. and Whitman, R.V., 1979. Soil Mechanics,SI, version. Wiley, New York, 553 p.
10. Lizcano, A., Herrera M.C. y Santamarina J.C.2006. Suelos Derivados De Cenizas VolcánicasEn Colombia. Rev. Int. de Desastres Naturales,Accidentes e Infraestructura Civil. Vol. 6(2) 167
11. Hürlimann M., Ledesma A.,y Martí J. 2001.Characterization of a volcanic residual soil andits implications for large landslide phenomena:application to Tenerife, Canary Islands. EngineeringGeology 59 (2001) 115±132
12. NTC 1964.2004. “Método de ensayo para determinarlas propiedades de consolidación unidimensionalde los suelos. Norma Técnica Colombiana.
13. NTC 4630. 1999. Método de ensayo para la determinacióndel límite liquido, del límite plásticoy del índice de plasticidad de los suelos cohesivos.Norma Técnica Colombiana.
14. NTC 2121. 1999. Obtención de muestras contubos de pared delgada. Norma Técnica Colombiana.
15. NTC 1974.2004. Gravedad Específica. NormaTécnica Colombiana.
16. NTC 1495.2004. Humedad natural. NormaTécnica Colombiana.
17. Rants E. Van, Utami, S.R. y Shamshuddin J.(2002). “Andisols on volcanic ash from Java Island,Indonesia: Physicochemical properties andclassification”. Soil Science Society of AmericaJournal, Vol. 167, No. 1, pp. 68-79.
18. Stoops, G. 2007. Micromorphology of soils derivedfrom volcanic
19. ash in Europe: a review and synthesis. EuropeanJournal of Soil Science, April 58, 356–377 Sudhakar M. R. 1995. Engineering Geology40, 215-221
20. So Ei-Kon. (1998). “Statistical correlation betweenallophane content and index propertiesfor volcanic cohesive soil”. Soils and Foundations.Vol. 38, No. 4, pp. 85-93
21. UTP.2001. Suelos del eje cafetero. Pereira. UniversidadTecnológica de Pereira. p 88.
22. Vaughan, P.R., Maccarini, M., y Mokhtar, S.M.,1988. Indexing the engineering properties ofresidual soil. Quarterly Journal of EngineeringGeology 21, 69±84.
23. Vasquez,M,J., Campos, A.G, Cardozo P,D yOsorio R,G. 2000. Base Ambiental con énfasisen riesgo. CARDER FOREC.
24. Verdugo, R. Singularities of Geotechnical Propertiesof Complex Soils in Seismic Regions.Journal of Geotechnical and GeoenvironmentalEngineering, Vol. 134, No. 7, July 1, 2008.
25. Wesley, L.D. (2001). “Consolidation behaviorof allophane clays”. Géotechnique, Vol. 51,No. 10, pp. 901-904.
26. Wesley L.D. (2003). Geotechnical propertiesof two volcanic soils. Geotechnics on the volcanicedge. Tauranga, March 2003. New ZealandGeotechnical Society Symposium. TheInstitution of Professional Engineers NewZealand.
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2012-12-01
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Determination of the correlation between the compression ratio in soil and index properties on soils of urban expansion in Pereira. (2012). Avances: Investigación En Ingeniería, 9(2), 72-79. https://revistas.unilibre.edu.co/index.php/avances/article/view/2719
