Documents published in Scipedia

  • C. Mendoza, J. Ruge, B. Caicedo
    Rev. int. métodos numér. cálc. diseño ing. (2018). Vol. 34, (1), 11

    Abstract
    This work shows the variability of the friction angle based on the geological history, over the bearing capacity of shallow foundations. This study was developed through the [...]

Articles (Documents not available in Scipedia)

  • Elastoplastic framework of relationships between CBR and Young’s modulus for fine grained materials

    Bernardo Caicedo

    Cristhian Mendoza, Bernardo Caicedo, Elastoplastic framework of relationships between CBR and Young’s modulus for fine grained materials, Transportation Geotechnics, Volume 21, 2019, 100280

  • Class A prediction of a retaining structure made by a pile curtain wall executed on a tropical soil

    Juan Carlos Ruge, Renato P. Cunha, Julio E. Colmenares

    Dyna rev.fac.nac.minas. 2017, vol.84, n.202, pp.278-288

  • Elastoplastic framework of relationships between CBR and Young’s modulus for granular material

    C Mendoza, B Caicedo

    Road Materials and Pavement Design, 1-20, 2017

  • A New Testing Device for Characterizing Anisotropic Response of Soils during Compaction Processes

    C Mendoza, W Ovalle, B Caicedo, I Sasanakul

    Geotechnical Testing Journal 40 (5), 1-8, 2017

  • Análisis del ensayo CBR desde un punto de vista geotécnico

    C Mendoza, B Caicedo

    ISRM 2nd International Specialized Conference on Soft Rocks, 2016

  • Influencia de la variabilidad del ángulo de fricción en cimentaciones superficiales

    C Mendoza, B Caicedo

    ISRM 2nd International Specialized Conference on Soft Rocks, 2016

  • Determination of Vertical Bearing Capacity of Pile Foundation Systems in Tropical Soils with Uncertain and Highly Variable Properties

    CC Mendoza, B Caicedo, R Cunha

    Journal of Performance of Constructed Facilities 31 (1), 04016068, 2016

  • Geotechnical behaviour of unpaved roads: understanding the CBR test

    B Caicedoa, C Mendozaa

    From Fundamentals to Applications in Geotechnics: Proceedings of the 15th ..., 2015

  • Mechanical and numerical behavior of groups of screw (type) piles founded in a tropical soil of the Midwestern Brazil

    CC Mendoza, R Cunha, A Lizcano

    Computers and Geotechnics 67, 187-203, 2015

  • Estudo do comportamento mecânico e numérico de grupo de estacas do tipo Alluvial Anker em solo poroso do Distrito Federal

    CC Mendoza Bolaños

    Universidade de Brasília, 2014

  • Validación de modelos constitutivos avanzados de comportamiento mecánico para la arcilla estructurada de Brasilia

    C Mendoza, M Farias, RP Da Cunha

    Obras y proyectos, 52-70, 2014

  • Procedimiento para tener en cuenta el método constructivo de pilotes pre-excavados y vaciados in situ de pequeño diámetro en el diseño basado en confiabilidad.

    CMC Mendoza, A Ramos, R da Cunha, A Lizcano

    Revista Técnica de la Facultad de Ingeniería. Universidad del Zulia 36 (3), 2013

  • Análisis del proceso constructivo y variabilidad de parámetros geotécnicos en la capacidad de carga de micropilotes usando elementos finitos aleatorios

    C Mendoza, AM Ramos, R Cunha, A Lizcano

    Obras y proyectos, 61-70, 2012

  • Comportamiento mecánico de excavaciones de pequeño diámetro para suelo estructurado pilote Alluvial Anker

    CC Mendoza, JC Ruge, RP Cunha, AA Lizcano

    14th. Pan-American Conf. on soil Mech. and Geot. Engineering, 1-10, 2011

  • Evaluation of an extended viscohypoplastic model for structured soils

    W Fuentes, C Mendoza, A Lizcano

    XV Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica, 2010

contributions