Publication: Análisis del mecanismo de falla de una cimentación superficial rígida que reposa en un suelo fino con variabilidad espacial de sus propiedades usando velocimetría por imagen de partículas PIV (Particle Image Analysis)
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Adrian, R. (1991). Particle imaging techniques for experimental fluid mechanics. Annual review of fluid mechanics
Azizi, F. (2000). Applied analyses in geotechnics (Vol. 1). London and New York: E & FN Spon.
Bowles, J. E. (1997). Foundation Analysis And Desing. Illinois: 5th ed.
Chwała, M., & Zhang, W. (2022). Broken line random failure mechanism method in foundation bearing. Computers and Geotechnics.
El-Kadi, & Williams, S. (2000). Generating two-dimensional fields of autocorrelated, normally distributed parameters by the matrix decomposition technique. Ground Water, 523-532
Garzón, L. (2019). Physical modeling of soil spatial variability: application to shallow foundation. Bogotá.
Griffiths, D.V.; Fenton, G.A. (2001). Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited. Géotechnique, 51(4), 351-359.
Hansen, J. B. (1970). A Revised and Extended Formula for Bearing Capacity. Copenhagen: Danish Geotechnical Institute.
INGEOMINAS, UPES, & DNPAD. (1997). Microzonificación Sísmica de Santa Fe de Bogotá. Bogotá.
Jones, A., Kramer, S., & Arduino, P. (2002). Estimation of Uncertainty in Geotechnical Properties for Performance-based Earthquake Engineering. Berkeley: Pacific Earthquake Engineering Research Center, College of Engineering, University of California
Kapogianni, E., & Sakellariou, M. (2017). Application of Particle Image Velocimetry (PIV) and Digital Image Correlation (DIC) techniques on scaled slope models. International
Lacasse, S., & Nadim, F. (1996). "Uncertainties in characterising soil properties. Uncertainty in the Geologic Environment: From Theory to Practice. ASCE, 49-75.
Meyerhof, G. G. (1963). Some Recent Reseach on Bearing Capacity of Fundations (Vol. 1). CGJ.
Ould Baba, Hamoudy; Peth, Stephan;. (2012). Large scale soil box test to investigate soil deformation and creep movement on slopes by Particle Image Velocimetry (PIV). Soil & Tillage Research 125, 38-43
Popescu, R., Deodatis, G., & Nobahar, A. (2005). Effects of random heterogeneity of soil properties on bearing capacity. Elsevier, 399.
Stanier, S., Blaber, J., Take, W., & White, D. (2015). Improved image-based deformation measurement for geotechnical applications.
Terzaghi., K., & Peck, R. (1996). Soil Mechanics in Engineering Practice. New York: John Wiley & SOns.
Uzielli, M., Lacasse, S., Nadim, F., & Phoon, K. (2006). Soil variability analysis for geotechnical practice. Conference: Proceedings of the 2nd International Workshop on Characterisation and Engineering Properties of Natural Soils, At Singapore.
Vesíc, A. S. (1973). Analisys of Ultimate Loads of Shallow Foundations (Vol. 99). JSMFD ASCE.
White, D.J.; Take, W.A.; Bolton, M.D.; Munachen, S.E. (2001). A deformation measurement system for geotechnical testing based on digital imaging, close-range photogrammetry, and PIV image analysis. 15th International COnference on Soil Mechanics and Geotechnical Engineering
Wu, C. L. (2020). Experimental study of a shallow foundation on spatially variable soils. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards., 16(2), 225–234.