• Evaluation of Safety Factors in Discontinuous Rock 

    Alonso Pérez de Agreda, Eduardo; Carol, Ignacio; Delahaye, Carlos Héctor; Gens Solé, Antonio; Prat Catalán, Pere (Elsevier, 1996)
    Article
    Accés restringit per política de l'editorial
    Safety factors for kinematically admissible failure mechanisms in jointed rock masses have been defined with linear and nonlinear failure criteria for rock discontinuities. Data required to compute these safety factors ...
  • Influence of rainfall on the deformation and stability of a slope in overconsolidated clays: a case study 

    Alonso Pérez de Agreda, Eduardo; Gens Solé, Antonio; Delahaye, Carlos Héctor (Springer, 2003)
    Article
    Accés obert
    The behaviour of an instrumented unstable slope in a profile of weathered overconsolidated clay has been analysed. Available field investigation data and laboratory tests were integrated in a coupled hydromechanical model ...
  • Partial safety factor for the residual flexural strength of FRC precast concrete segments 

    Fuente Antequera, Albert de la; Cugat Martí, Víctor; Pialarissi Cavalaro, Sergio Henrique; Bairán García, Jesús Miguel (2017)
    Comunicació de congrés
    Accés restringit per política de l'editorial
    The use of fibre reinforced concrete (FRC) to produce segmental linings of TBM-constructed tunnels is an increasing tendency. So far, more than 50 tunnels have been constructed with this structural material, in some of ...
  • Safety factors for CFRP strengthening in bending of reinforced concrete bridges 

    Trentin, Caterina; Casas Rius, Joan Ramon (2015-09)
    Article
    Accés restringit per política de l'editorial
    Concerning the strengthening in bending of reinforced concrete bridge decks, the use of fiber reinforced polymers (FRP) has increased due to its easy application and excellent mechanical and chemical properties. However, ...