Ara es mostren els items 94-113 de 214

    • HMC analysis of a tunnel in swelling rock 

      Berdugo de Moya, Iván Rafael; Guimarães, Leonardo do N; Gens Solé, Antonio; Alonso Pérez de Agreda, Eduardo (AEDIFICATIO PUBLISHERS, 2009)
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      The phenomenon of swelling in tunnels excavated through sulphate-bearing rock is quite frequent in some geological formations. The paper describes the case of the Lilla tunnel excavated in anhydritic-gypsiferous of Eocene ...
    • Hydro-chemo-mechanical modelling of tunnels in sulfated rocks 

      Ramon Tarragona, Anna; Alonso Pérez de Agreda, Eduardo; Olivella Pastallé, Sebastià (Thomas Telford, 2017-11)
      Article
      Accés obert
      A modelling procedure to address the tunnel–anhydritic rock interaction is described in this paper. The model incorporates the basic physico-chemical phenomena involved in rock swelling, often observed during excavation ...
    • Hydro-mechanical behaviour of bentonite pellet mixtures 

      Hoffmann Jauge, Christian; Alonso Pérez de Agreda, Eduardo; Romero Morales, Enrique Edgar (Elsevier, 2007)
      Article
      Accés obert
      Granular mixtures made of high-density pellets of bentonite are being evaluated as an alternative buffer material for waste isolation. Ease of handling is an often-mentioned advantage. The paper described the experimental ...
    • Hydromechanical analysis in geotechnical engineering using the Material Point Method 

      Zabala García, Francisco; Alonso Pérez de Agreda, Eduardo (Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), 2011)
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      The explicit version of the Material Point Method has been extended in order to model coupled hydromechanical saturated problems. MPM discretizes the continuum, which is considered as a saturated soilfluid mixture, by ...
    • Hydromechanical analysis in geotechnical engineering using the material point method 

      Zabala, F.; Alonso Pérez de Agreda, Eduardo (CIMNE, 2011)
      Text en actes de congrés
      Accés obert
      The explicit version of the Material Point Method [1] has been extended in order to model coupled hydromechanical saturated problems. MPM discretizes the continuum, which is considered as a saturated soilfluid mixture, ...
    • Hydromechanical behaviour of compacted granular expansive mixtures: experimental and constitutive study 

      Alonso Pérez de Agreda, Eduardo; Romero Morales, Enrique Edgar; Hoffmann Jauge, Christian (2011-04-01)
      Article
      Accés restringit per política de l'editorial
      Compacted granular mixtures of high-density bentonite pellets have been evaluated as an alternative buffer material to fill the empty space around nuclear waste disposal canisters in horizontal drifts. Despite the obvious ...
    • Image-based measurements of degree of saturation 

      Parera Morales, Ferran; Pinyol Puigmartí, Núria Mercè; Alonso Pérez de Agreda, Eduardo (E3S Web of Conferences, 2020)
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      Accés obert
      A method based on SWIR images is proposed for measuring the degree of saturation in soils. This method is especially suitable for use in experiments conducted in the facilities of a common geotechnical laboratory. The ...
    • Incorporating a microstructural state variable in constitutive modelling 

      Pinyol Puigmartí, Núria Mercè; Alonso Pérez de Agreda, Eduardo; Gens Solé, Antonio (2013)
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      The selection of constitutive variables has been extensively discussed when modeling unsaturated soils. In general, suction and degree of saturation have been involved in the definition of constitutive variables. Recently, ...
    • 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 ...
    • Influence of suction on the mechanical behaviour of rock joints under shear loading 

      Zandarín, Maria Teresa; Alonso Pérez de Agreda, Eduardo; Olivella Pastallé, Sebastià (Taylor & Francis, 2010)
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      A direct shear equipment was modified for testing rock joints with suction control. Modification includes a vapour forced convection circuit connected to the air chamber of shear cell for controlling relative humidity ...
    • Influencia del desembalse en la estabilidad de una ladera: caso real 

      Pinyol Puigmartí, Núria Mercè; Alonso Pérez de Agreda, Eduardo; Corominas Dulcet, Jordi; Moya Sánchez, José (2013)
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      Un aspecto crítico a controlar en la gestión de embalses es la velocidad de descenso de nivel de agua debido al riesgo de inestabilidades en las laderas que lo forman. Este artículo presenta el estudio realizado para conocer ...
    • Inicio y evolución de deslizamientos: parámetros de cálculo 

      Alonso Pérez de Agreda, Eduardo (International Centre for Numerical Methods in Engineering (CIMNE), 2022)
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      El artículo aborda el estudio del desplazamiento y la velocidad, posteriores a la rotura, de deslizamientos. Se describe inicialmente el fenómeno de rotura progresiva que, cuando se alcanza la inestabilidad, conduce a un ...
    • Interacciones hidrodinámicas y químicas en el comportamiento y patología de terraplenes 

      Alonso Pérez de Agreda, Eduardo; Ramon Tarragona, Anna (2009)
      Text en actes de congrés
      Accés restringit per política de l'editorial
    • Interactions of infrastructures with anhydritic rocks and its hydro-chemo-mechanical modelling 

      Ramon Tarragona, Anna; Alonso Pérez de Agreda, Eduardo (WBI GmbH, 2019)
      Text en actes de congrés
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    • Internal progressive failure in deep-seated landslides 

      Yerro Colom, Alba; Pinyol Puigmartí, Núria Mercè; Alonso Pérez de Agreda, Eduardo (2015-11)
      Article
      Accés obert
      Except for simple sliding motions, the stability of a slope does not depend only on the resistance of the basal failure surface. It is affected by the internal distortion of the moving mass, which plays an important role ...
    • Introduction: advances in landslide understanding 

      Alonso Pérez de Agreda, Eduardo; Pinyol Puigmartí, Núria Mercè (2019-09)
      Article
      Accés obert
      Landslide research covers an extremely wide range of aspects: from triggering mechanisms to response of the unstable mass after failure, including transport, deposition, and interaction with protective structures. Advances ...
    • Is the degree of saturation a good candidate for Bishop’s X parameter? 

      Pereira, J.M.; Coussy, Olivier; Alonso Pérez de Agreda, Eduardo; Vaunat, Jean; Olivella Pastallé, Sebastià (CRC Press, 2011)
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      In unsaturated soil mechanics, the quest for an effective stress playing the same role as Terzaghi’s effective stress does for saturated soils has introduced a long standing debate, dating back to the 1960s. Several ...
    • La medición del hinchamiento de suelos expansivos 

      Alonso Pérez de Agreda, Eduardo; Lloret Morancho, Antonio; Gens Solé, Antonio; Batlle Pifarré, Francisco (1990-07)
      Article
      Accés obert
      El examen de ensayos de hinchamiento en laboratorio sugiere la existencia de dos etapas en las curvas expansión-tiempo. El primer mecanismo, de tipo «primario», se asocia con fenómenos de flujo no estaciona­rio en la red ...
    • Landslide motion assessment including rate effects and thermal interactions: revisiting the Canelles landslide 

      Alvarado Bueno, Mauricio; Pinyol Puigmartí, Núria Mercè; Alonso Pérez de Agreda, Eduardo (2019-09)
      Article
      Accés obert
      The re-activation of a large (40 Mm3) landslide on the valley slopes of a reservoir motivated a research initiative to estimate the risk of a fast-sliding mass moving into the reservoir. A previous simplified analysis had ...
    • Landslides in reservoirs and dam operation 

      Alonso Pérez de Agreda, Eduardo; Pinyol Puigmartí, Núria Mercè (CRC Press, 2011)
      Capítol de llibre
      Accés restringit per política de l'editorial
      Risk of landslide ocurrence in reservoirs is enhanced by the submergence of the slope toe and by rapid drawdown conditions. Instabilities may endanger the dam itself. They may also lead to strong wave motion in the reservoir ...