Civil and Environmental Engineering

Journal Publications:

1. Areiza-Hurtado, M., Vega-Posada, C. A., and Aristizábal, J. D. (2019) “A novel linear matrix method
   to analyze adhesive joints” Elsevier, Composite Structures, 226,
   https://doi.org/10.1016/j.compstruct.2019.111193.
2. Areiza-Hurtado, M., Vega-Posada, C. A., and Aristizábal, J. D. (2019) “Stiffness matrix and loading
   Vector of a two-layer Timoshenko composite beam.” Elsevier, Structures, 20, 20-
   32. https://doi.org/10.1016/j.istruc.2019.02.014.
3. Zapata-Medina, D. G., Vergara, C. Y., Vega-Posada, C. A., and Arboleda-Monsalve, L. G. (2018) “On
   the use of Fredlund gas/fluid compressibility relationship to model medium-dense gassy sand
   behavior.” Canadian Geotechnical Journal. https://doi.org/10.1139/cgj-2018-0189.
4. Vega-Posada, C. A. and Finno, R. J. (2016) “Ground surface settlements of sands densified with
   explosives.” Proceedings of the ICE – Ground Improvement, 169 (2), 90-97.
5. Zapata-Medina, D. G., Finno, R. J., and Vega-Posada, C. A. (2014) “Stress history and sampling
   disturbance effects on monotonic and cyclic responses of oversonsolidated BCF clays.” Canadian
   Geotechnical Journal, 51(6), 599-609.
6. Vega-Posada, C. A., Finno, R. J., and Zapata-Medina, D. G. (2014) “Effect of gas on the mechanical
   behavior of medium-dense sands.” ASCE, J. Geotech. Geoenviron. Eng., 140 (11), 04014063.
7. Vega-Posada, C. A., Areiza-Hurtado, M., and Aristizábal, J. D. (2011). “Large-deflection and post-buckling behavior of slender beam-columns with non-linear end-restraints.” Elsevier, Int. J. Nonlinear Mech., 46 (1), 79-95.
8. Vega-Posada, C. A., Areiza-Hurtado, M., and Aristizábal, J. D. (2007). “Large-deflection stability of slender beam-columns with both ends partially restrained against rotation.” ASCE, J. Eng. Mech.,133(12), 1394-1400.
9. Areiza-Hurtado, M., Vega-Posada, C. A., and Aristizábal, J. D. (2005). “Second-order stiffness matrix and loading vector of a beam-column with semirigid connections on an elastic foundation.” ASCE, J. Eng. Mech., 131(7), 752-762.
10. Guzmán-Martínez, J. C., García-Aristizábal, E. F., Gallego-Hernández, A. N., and Vega-Posada, C. A. (2019). “Numerical analysis of the one-dimensional infiltration process in unsaturated soils reinforced with permeable geosynthetics.” Scientia et Technica, 24(1), 46-56.
11. Pérez, M., Garcia, E., Vega-Posada, C. A., Montoya, J., Noriega P., Alfonso, J. and Cajicá, L. (2018). “Comparative study among rock mass classification systems in a Porphyry deposit.” Boletín de Ciencias de la Tierra, 43 (1), 34-44.
12. Vega-Posada, C. A., Ramos-Cañon, A. M., and García-Aristizábal, E. F. (2017). “Effect of gas on shear wave velocity of sandy soils densified with explosives.” Rev. Tecnura, 21 (51), 67-80.
13. Montoya-Domínguez, J. D., García-Aristizábal, E. F., and Vega-Posada, C. A. (2017). “One-dimensional experimental study of rainfall infiltration into unsaturated soil.” Rev. Fac. Ing. Univ. Antioquia, 82 (1), 74-81.
14. Ramos-Cañon, A. M., Vega-Posada, C. A., and Prada-Sarmiento, L. F. (2016). “Finite element analysis using a Cosserat linear elastic continuum.” Rev. Tecnura, 20 (50), 43-54.
15. Vega-Posada, C. A., Ramos-Cañon, A. M., and Zapata-Medina, D. G. (2016). “Blast densification: Proposed methodology to quantify amount of densification required to prevent liquefaction and flow.” Rev. Fac. Ing. Univ. Antioquia, 80 (3), 56-62.
16. Montoya-Domínguez, J. D., García-Aristizábal, E. F., and Vega-Posada, C. A. (2016). “Effect of rainfall infiltration on the hydraulic response and failure mechanisms of sandy slope models.” Rev. Fac. Ing. UPTC, 25(43), pp. 97-109.