Ara es mostren els items 21-40 de 72

    • Diseño óptimo de dovelas de hormigón reforzado con fibras para el revestimiento de túneles 

      Fuente Antequera, Albert de la; Blanco Álvarez, Ana; Pujadas Álvarez, Pablo; Aguado de Cea, Antonio (2015)
      Article
      Accés obert
      El uso del hormigón reforzado con fibras (HRF) para la fabricación de dovelas de túneles es una práctica en aumento. Sin embargo, aún existe cierta inercia al cambio respecto a la solución tradicional de hormigón armado ...
    • Dosagem e aplicação de concreto pesado de densidade 4.000 e 4.500 kg/m3 

      Soares Klein, Nayara; Aguado de Cea, Antonio; Pujadas Álvarez, Pablo; Soares, Talita C. (2013)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      Heavyweight concretes are an attractive alternative when heavyweight elements need to fill reduced spaces, because they present high densities and are able to take different forms according to the container where they are ...
    • Dovelas de hormigón (concreto) reforzado con fibras para el soporte de túneles y pozos verticales 

      Fuente Antequera, Albert de la; Pujadas Álvarez, Pablo; Blanco Álvarez, Ana; Aguado de Cea, Antonio (Asociación Mexicana de Ingeniería de Túneles y Obras Subterráneas (AMITOS), 2018-04)
      Article
      Accés obert
      El empleo del hormigón reforzado con fibras (HRF) para dovelas de anillos de revestimiento de túneles es ya una práctica habitual a nivel nacional e internacional. En este sentido, las ventajas técnicas a las que conduce ...
    • Durabilidad del hormigón con fibras de polipropileno 

      Pujadas Álvarez, Pablo (Universitat Politècnica de Catalunya, 2008-09)
      Tesina
      Accés obert
      Tan importante como la capacidad de las estructuras para resistir las solicitaciones producidas por las cargas aplicadas sobre ellas, es el obtener estructuras durables en el tiempo, capaces de resistir durante su periodo ...
    • Eco-trench: a novel trench solution based on reusing excavated material and a finishing layer of expansive concrete 

      Blanco Álvarez, Ana; Pujadas Álvarez, Pablo; Fernández Rubio, Cristina; Pialarissi Cavalaro, Sergio Henrique; Aguado de Cea, Antonio (Instituto Técnico de la Construcción y del Cemento, 2017-10)
      Article
      Accés obert
      Installing utility pipelines generates a significant amount of trench arisings, which are usually transported to landfills instead of being reused as backfill material. This practice generates CO2 emissions and wastes raw ...
    • Environmental and economic impacts of combining backfill materials for novel circular narrow trenches 

      Josa i Culleré, Irene; Petit, Ana; Casanovas Rubio, Maria del Mar; Pujadas Álvarez, Pablo; Fuente Antequera, Albert de la (2023-09-01)
      Article
      Accés obert
      Over the last few years, several policies and new technological solutions have targeted the construction sector with the aim of reducing the sector's impacts on the environment. Among the different technological advances ...
    • Environmental and geometric optimisation of cylindrical drinking water storage tanks 

      Sanjuan-Delmás, David; Hernando Canovas, Elena; Pujadas Álvarez, Pablo; Fuente Antequera, Albert de la; Gabarrell Durany, Xavier; Rieradevall Pons, Joan; Josa Garcia-Tornel, Alejandro (2015-12)
      Article
      Accés obert
      Purpose: Urban water cycle construction processes are an important element to consider when assessing the sustainability of urban areas. The present study focuses on a structural and environmental analysis of cylindrical ...
    • Environmental effects of using different construction codes applied to reinforced concrete beam designs based on Model Code 2010 and Spanish Standard EHE-08 

      Almirall, C.; Petit Boix, Anna; Sanjuan-Delmás, David; Fuente Antequera, Albert de la; Pujadas Álvarez, Pablo; Josa Garcia-Tornel, Alejandro (2019-01)
      Article
      Accés obert
      Assuming specific behavior models, the variety of design codes currently used for the design of concrete beams inevitably results in different solutions, ensuring service during the expected lifetime with a maximum functional ...
    • Evaluación de la sostenibilidad de carreteras 

      Aguado de Cea, Antonio; Gálvez, Jaime C.; Aguado Renter, Albert; Pujadas Álvarez, Pablo; Fernández-Ordoñez, David (2017-05)
      Article
      Accés obert
      Infrastructure of communication, and in particular roads, have centuries of existence. The design, construction, operation, maintenance and dismantling have been adapted to the requirements and challenges of each historical ...
    • Experiences in Barcelona with the use of fibres in segmental linings 

      Fuente Antequera, Albert de la; Pujadas Álvarez, Pablo; Blanco Álvarez, Ana; Aguado de Cea, Antonio (2012-01)
      Article
      Accés restringit per política de l'editorial
      This paper presents the most outstanding experiences regarding the use of fibres as the main reinforcement in precast segmental linings in the metropolitan area of Barcelona. It is known that the addition of structural ...
    • Fibre distribution in macro-plastic fibre reinforced concrete slab-panels 

      Pujadas Álvarez, Pablo; Blanco Álvarez, Ana; Pialarissi Cavalaro, Sergio Henrique; Fuente Antequera, Albert de la; Aguado de Cea, Antonio (2014-08-14)
      Article
      Accés restringit per política de l'editorial
      This paper focuses on the study of the influence of flowability and wall-effects of the formwork in the orientation pattern of macro-plastic fibres. In order to identify the preferential orientation of fibres caused by the ...
    • Flat suspended slabs reinforced only with macro-synthetic fibres 

      Pujadas Álvarez, Pablo; Blanco Álvarez, Ana; Pialarissi Cavalaro, Sergio Henrique; Aguado de Cea, Antonio; Fuente Antequera, Albert de la (2016)
      Comunicació de congrés
      Accés restringit per política de l'editorial
      Despite the remarkable advances in the field of macro-synthetic fibre reinforced concrete, the successful use of plastic macro-fibres as the sole reinforcement in structural elements still requires thorough research. Several ...
    • Flexural post-cracking creep behaviour of macro-synthetic and steel fiber reinforced concrete 

      Pujadas Álvarez, Pablo; Blanco Álvarez, Ana; Pialarissi Cavalaro, Sergio Henrique; Fuente Antequera, Albert de la; Aguado de Cea, Antonio (2016)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      In this paper the post-cracking creep behaviour of FRC beams under flexural load is evaluated in order to determine whether under certain loading conditions plastic fibres may be safely used in the long-term without ...
    • Indoor air quality, thermal comfort and energy consumption trade-off for educational buildings 

      Miao, Sen; Gangolells Solanellas, Marta; Tejedor Herrán, Blanca; Pujadas Álvarez, Pablo (Asociación Española de Ingeniería de Proyectos (AEIPRO), 2022)
      Text en actes de congrés
      Accés obert
      In recent years, poor indoor air quality and thermal comfort have been widely reported in related studies on indoor environmental quality in classrooms. Improving indoor air quality through ventilation is common and ...
    • Inductive method for assessing the amount and orientation of steel fibers in concrete 

      Torrents Dolz, Josep M.; Blanco Álvarez, Ana; Pujadas Álvarez, Pablo; Aguado de Cea, Antonio; Juan Garcia, Pablo; Sánchez-Moragues, Miguel Ángel (2012-04-24)
      Article
      Accés restringit per política de l'editorial
      Steel fibers are ferromagnetic and they have the property of altering the magnetic field around them. This paper discusses a method and gives a practical example to measure, non-destructively, the amount and orientation ...
    • Influence of the type of fiber on the structural response and design of FRC slabs 

      Blanco Álvarez, Ana; Pujadas Álvarez, Pablo; Fuente Antequera, Albert de la; Pialarissi Cavalaro, Sergio Henrique; Aguado de Cea, Antonio (2016-09)
      Article
      Accés obert
      Most codes for the design of fiber reinforced concrete (FRC) structures are based on the experience achieved throughout the years with steel fibers. Recent codes include the possibility of applying the same considerations ...
    • Innovaciones y avances en el ámbito de los pavimentos urbanos para smart cities 

      López Carreño, Rubén-Daniel; Pialarissi Cavalaro, Sergio Henrique; Pujadas Álvarez, Pablo; Aguado de Cea, Antonio (2017-09-01)
      Article
      Accés obert
      Los pavimentos pueden representar más de la mitad de la superfi cie del espacio público de las ciudades, por lo que su preservación y mantenimiento requieren de una gestión adecuada. Debido a que éstos tienen infl uencia ...
    • Integrated structural analysis and life cycle assessment of equivalent trench-pipe systems for sewerage 

      Petit Boix, Anna; Roigé Montornés, Núria; Fuente Antequera, Albert de la; Pujadas Álvarez, Pablo; Gabarrell Durany, Xavier; Rieradevall Pons, Joan; Josa Garcia-Tornel, Alejandro (2016-02)
      Article
      Accés obert
      The demand for sanitation infrastructures is increasing due to a rise in the urban population. To meet the need for wastewater collection, the construction of sewer networks must comply with a series of technical parameters ...
    • Luong test for the characterization of the shear post-cracking response of fiber reinforced concrete 

      Blanco Álvarez, Ana; Aire, Carlos; Pujadas Álvarez, Pablo; Pialarissi Cavalaro, Sergio Henrique (2017-09)
      Article
      Accés obert
      The behavior of concrete subjected to shear can be significantly improved by the addition of fibers, which may partially or totally substitute the traditional steel stirrups (also known as links). Design recommendations ...
    • Luong test to evaluate residual shear behavior of FRC 

      Aire Untiveros, Carlos Máximo; Blanco Álvarez, Ana; Pujadas Álvarez, Pablo; Pialarissi Cavalaro, Sergio Henrique (2016)
      Comunicació de congrés
      Accés restringit per política de l'editorial
      The behavior of concrete subjected to shear is a complex phenomenon; difficult to be evaluated experimentally. The characterization of the behavior of fiber reinforced concrete (FRC) under shear is even more complex since ...