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    • Relación entre parámetros de una tuneladora EPB y los movimientos del terreno 

      Gens Solé, Antonio; Persio, Roberto; Mariano, Alessandra di; Castellanza, Riccardo; Arroyo Alvarez de Toledo, Marcos (2009)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      En el presente artículo, se presentan análisis tridimensionales de elementos finitos para examinar los efectos que las distintas presiones que se .aplican durante la excavación de un túnel con EPB (presión de frente, presión ...

    • Report on THM/THMC model improvement 

      Gens Solé, Antonio; Zandarín, Maria Teresa (2009-10-26)
      Report de recerca
      Accés obert
      Deliverable 10

    • RESEAL II: a large-scale in situ demonstration for repository sealing in an argillaceous host rock: phase II 

      Valleján, Beatriz; Gens Solé, Antonio; Mingarro, M.; García-Gutiérrez, M.; Villar, María Victoria; Plas, F.; Filippi, M.; Touzé, G.; Van Geet, Maarten; Bastiaens, W.; Volckaert, G.; Weetjens, E.; Sillen, X.; Maes, N.; Imbert, Ch.; Billaud, P. (2009)
      Report de recerca
      Accés obert
      Final Report

    • SBPM testing in Bothkennar clay: structure effects 

      Arroyo Alvarez de Toledo, Marcos; González, Nubia Aurora; Butlanska, Joanna; Gens Solé, Antonio; Dalton, C (Taylor & Francis, 2008)
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      A series of self-boring pressuremeter tests performed in Bothkennar clay are simulated using a finite element model of undrained cavity expansion. A bonded elasto plastic soil model is employed to represent Bothkennar clay ...

    • Scott William Sloan 1954–2019 

      Carter, John P.; Potts, David M.; Gens Solé, Antonio (Csiro Publishing, 2022-01)
      Article
      Accés obert
      Scott Sloan (1954–2019) was a leader of academic engineering in Australia and beyond, as evidenced by his numerous professional accolades and important research achievements, which have had significant impact on his chosen ...

    • SDMT testing and its use in the numerical modelling of a deep excavation 

      Mariano, Alessandra di; Arroyo Alvarez de Toledo, Marcos; Gens Solé, Antonio; Amoroso, Sara; Monaco, Paola (Hungarian Geotechnical Society, 2021)
      Text en actes de congrés
      Accés obert
      The role of in situ tests in numerical analyses of deep excavations is investigated. The construction of a metro station in Barcelona required a deep excavation in a densely built urban area. Geological conditions were ...

    • SDMT-based numerical analyses of deep excavation in soft soil 

      Mariano, Alessandra di; Amoroso, Sara; Arroyo Alvarez de Toledo, Marcos; Monaco, Paola; Gens Solé, Antonio (2019-01)
      Article
      Accés restringit per política de l'editorial
      The paper explores the application of conventional (DMT) and seismic (SDMT) dilatometer tests to an important case of deep excavation design. The work presents finite-element analyses simulating a deep excavation close to ...

    • Sensitivity to damping in sand production DEM-CFD coupled simulations 

      Climent Pera, Natalia; Arroyo Alvarez de Toledo, Marcos; O'Sullivan, Catherine; Gens Solé, Antonio (American Institute of Physics Conference Proceeding, 2013)
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      A three dimensional numerical model based on Discrete Element Method (DEM) and coupled with Computational Fluid Dynamics (CFD) was implemented to simulate sand production. Simulations with no fluid flow conditions and with ...

    • Shallow foundations for offshore wind towers 

      Arroyo Alvarez de Toledo, Marcos; Abadías, D.; Alcoverro, J.; Gens Solé, Antonio (2013)
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      Direct foundations are present in about 25% of the installed offshore wind power towers. The peculiarities of this type of structure are well known: high dynamic sensitivity, complex couplings between environmental actions, ...

    • Simulación numérica de una excavación profunda mediante el empleo de ensayos dilatométricos 

      Mariano, Alessandra di; Amoroso, Sara; Arroyo Alvarez de Toledo, Marcos; Gens Solé, Antonio; Monaco, Paola (2022)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      La construcción de una estación de metro en Barcelona requirió la ejecución de una excavación profunda en un área densamente urbanizada. Las condiciones geológicas de la obra eran complicadas por la presencia de materiales ...

    • Simulation of cement-improved clay structures with a bonded elasto-plastic model: A practical approach 

      Arroyo Alvarez de Toledo, Marcos; Ciantia, Matteo Oryem; Castellanza, Riccardo; Gens Solé, Antonio; Nova, Roberto (2012-09)
      Article
      Accés restringit per política de l'editorial
      Engineering practice has usually dealt with the treated soil bodies using simplistic constitutive models (e.g. elastic perfectly-plastic Mohr–Coulomb). In this paper, a more refined bonded elasto-plastic model is here ...

    • Simulation of expansive clay behavior under simultaneous heating-hydration for nuclear waste storage applications 

      Sánchez, M.; Gens Solé, Antonio; Villar, María Victoria; Lloret Morancho, Antonio (American Society of Civil Engineers (ASCE), 2010)
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      The storage of nuclear waste is still an unresolved problem of the nuclear industry, being geological disposal the most favoured option. Most conceptual designs for the deep geological disposal of nuclear waste envisage ...

    • Simulation of penetration problems in geomechanics 

      Gens Solé, Antonio; Arroyo Alvarez de Toledo, Marcos; Carbonell Puigbó, Josep Maria; Ciantia, Matteo Oryem; Monforte Vila, Lluís (CIMNE, 2017)
      Text en actes de congrés
      Accés obert
      The simulation of penetration problems in geomaterials is a challenging problem as it involves large deformations and displacements as well as strong non-linearities affecting material behaviour, geometry and contact ...

    • Simulation of penetration problems in geomechanics 

      Gens Solé, Antonio; Arroyo Alvarez de Toledo, Marcos; Carbonell Puigbó, Josep Maria; Ciantia, Matteo Oryem; Monforte Vila, Lluís (2017)
      Text en actes de congrés
      Accés obert
      The simulation of penetration problems in geomaterials is a challenging problem as it involves large deformations and displacements as well as strong non-linearities affecting material behaviour, geometry and contact ...

    • Simulation of the cone penetration test: discrete and continuum approaches 

      Gens Solé, Antonio; Arroyo Alvarez de Toledo, Marcos; Butlanska, Joanna; Monforte Vila, Lluís; Carbonell, J.M.; Ciantia, Matteo Oryem; O'Sullivan, Catherine (Australian Geomechanics Society, 2016)
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      The paper presents the modelling of the cone penetration test using two procedures: a discrete approach and a continuum approach. The discrete approach is based on the Discrete Element Method where a granular material is ...

    • Site characterization alternatives for numerical models of a deep excavation 

      Sau, Núria; Arroyo Alvarez de Toledo, Marcos; Gens Solé, Antonio (2012)
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      A cut-and-cover railway tunnel site on the outskirts of Barcelona benefited from an extensive site investigation campaign. During the construction of the tunnel, the displacement of the wall as well as the of soil beneath ...

    • Size effects on a virtual calibration chamber 

      Butlanska, Joanna; Arroyo Alvarez de Toledo, Marcos; Gens Solé, Antonio (CRC Press. Taylor & Francies Group, 2010)
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      Virtual Calibration Chambers (VCC) are 3D-DEM models where cone penetration is simulated. They offer the possibility of substituting for the rather more expensive physical calibration chambers. One important issue in ...

    • Smoothing of yield surfaces and a reformulation of multi-surface plasticity 

      Gesto Beiroa, José Manuel; Gens Solé, Antonio; Vaunat, Jean (CIMNE, 2011)
      Text en actes de congrés
      Accés obert
      In this work we describe a procedure for the smoothing of non-regular yield surfaces and plastic potential functions. We also present several application examples corresponding to different weell-known cases. Moreover, we ...

    • Smoothing of yield surfaces and a reformulation of multi-surface plasticity 

      Gesto Beiroa, José Manuel; Gens Solé, Antonio; Vaunat, Jean (Centro Internacional de Métodos Numéricos en Ingeniería (CIMNE), 2011)
      Text en actes de congrés
      Accés obert
      In this work we describe a procedure for the smoothing of non-regular yield surfaces and plastic potential functions. We also present several application examples corresponding to different well-known cases. Moreover, we ...

    • Sobre la simulación numérica de materiales cuasi-frágiles en problemas de ingeniería 

      Mánica Malcom, Miguel Ángel; Ciantia, Matteo Oryem; Gens Solé, Antonio (Sociedad Mexicana de Ingeniería Geotécnica (SMIG), 2021)
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      Una gran cantidad de materiales en la naturaleza muestran un comportamiento frágil (o cuasi-frágil) en donde, después de alcanzar una carga máxima, exhiben una considerable (o total) reducción de su resistencia (reblandecimiento). ...