5.  Moreno-Torres O. H.; Salas-Montoya, A.; and Vasquez-Varela, L. (2018). "Introduction of a quasi-coupled hyperbolic stress-strain constitutive model". Revista Ingeniería Investigación y Tecnología. Vol XIX (2),  pp. 171 -181. ISSN: 1405-7743.

4. Moreno-Torres O. H.; Chang-Nieto, G.; and Salas-Montoya, A. (2018). "Evaluation of coupled porewater pressure and stress-strain constitutive model in granular soils". DYNA. 85(204), pp. 248-256. ISSN: 0012-7353.

3.  Reyes-Ortiz, O. J.; Fuentes-Pumarejo, L. G., and Moreno-Torres, O. H. (2013). "Behavior of mixtures asphalt prepared with asphalts and wax modification". Revista Científica Ingeniería y Desarrollo; Vol. 31, No 1, pp. 161 – 178. ISSN: 2145-9371.

2.  Moreno-Torres, O., Hashash, Y., and Olson, S. (2010). "A simplified coupled soil pore water pressure generation for use in site response analysis." GeoFlorida 2010. Advances in analysis, Modeling & Design. (GSP 199). pp. 3080 – 3089. 2010. ASCE.

1.  Olson, S., Hashash, Y., and Moreno-Torres, O. (2010). "Geotechnical Earthquake Instrumentation at the Bill Emerson Memorial Bridge, Cape Girardeau, Missouri." Proceedings of Preparing for a Significant Central United States Earthquake —Science Needs of the Response and Recovery Community. pp. 69 – 74. USGS.