Ara es mostren els items 1-20 de 343

    • 10th Terzaghi Oration: Geotechnical engineering in a deltaic environment 

      Gens Solé, Antonio (2022)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      Two case histories involving harbour works in a deltaic environment are described in the paper. The mechanisms underlying delta formation and development are outlined first; they involve climate changes, geological processes ...
    • 1755 Lisbon earthquake and protection of cultural heritage from future earthquakes / With a comparative study about earthquake and risk preparedness in Istanbul 

      Ece Ferah, Füsun (Universitat Politècnica de Catalunya, 2009-07)
      Projecte Final de Màster Oficial
      Accés obert
    • 3D modelling of strip reinforced MSE walls 

      Puig Damians, Ivan; Bathurst, Richard; Olivella Pastallé, Sebastià; Lloret Morancho, Antonio; Josa Garcia-Tornel, Alejandro (Springer, 2021-03)
      Article
      Accés obert
      This paper reports the results of 3D numerical modelling of a 6-m-high mechanically stabilised earth (MSE) wall constructed with concrete panels and steel or polymeric strip reinforcement. These systems pose numerical ...
    • A bridge foundation analysis 

      Puig Damians, Ivan; Olivella Pastallé, Sebastià; Josa Garcia-Tornel, Alejandro (2011)
      Text en actes de congrés
      Accés obert
      This document presents the analysis with CODE_BRIGHT finite element program of a geotechnical case. The problem analyzed is related to a mechanical analysis of soilstructure interaction considering different alternatives ...
    • A comparison of different installation methods of monopiles for wind power plants and their influence on the bearing behaviour 

      Labenski, Johannes; Moormann, Christian (Universitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica, 2015-06-02)
      Text en actes de congrés
      Accés obert
    • A finite difference based tool for analysing ground source heat pump system 

      Bag, Ramakrishna; Sedighi, Majid; Manju; Rhys Thomas, Hywel (Universitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica, 2015-06-02)
      Text en actes de congrés
      Accés obert
      The ground heat exchangers (GHE) consist of pipes buried in the soil and are used for transferring heat between the soil and the heat exchanger pipes of the ground source heat pump (GSHP). This paper presents the development ...
    • A model for rockill compressibility 

      Oldecop, Luciano A.; Alonso Pérez de Agreda, Eduardo (Institution of Civil Engineers (http://www.ice.org.uk/), 2001)
      Article
      Accés obert
      The paper presents a macroscopic constitutive model for rockill that includes the effect of water on compressibility and collapse phenomena. Breakage of rock particles and fracture propagation are basic underlying mechanisms ...
    • A multi-disciplinary approach to assess the impact of global climate change on infrastructure in cold regions 

      Toumi, Ralf; Strasser, Fleur; Rutter, Paul; Rutter, Paul; Reifen, Catherine; Clarke, Jim; Fenton, Clark; Gens Solé, Antonio; Jardine, Richard; Martin, Chris; Nethercot, David; Satoshi, Nishimura; Olivella Pastallé, Sebastià (2008)
      Text en actes de congrés
      Accés obert
      Imperial College London is researching with BP some potential impacts of future climate change. BP has a significant number of facilities in cold high-latitude regions, where global climate models predict significant rises ...
    • A new efficient strategy to simulate particle breakage in DEM analyses 

      Ciantia, Matteo Oryem; Arroyo Alvarez de Toledo, Marcos; Gens Solé, Antonio; Calvetti, Francesco (2014)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      The discrete element method (DEM) is increasingly gaining acceptance as a modelling tool for engineering problems of direct geotechnical relevance. One area for which the method seems naturally well adapted is that of ...
    • A new multiscale model for methane flow in shale gas reservoirs including adsorption in organic nanopores and on clay surfaces 

      Dung Le, Tien; Murad, Marcio A. (Universitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica, 2015-06-02)
      Text en actes de congrés
      Accés obert
    • A new strategy to simulate particle crushing in DEM analysis 

      Ciantia, Matteo Oryem; Arroyo Alvarez de Toledo, Marcos; Gens Solé, Antonio; Calvetti, Francesco (Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), 2014)
      Text en actes de congrés
      Accés obert
      The discrete element method (DEM) is progressively gaining acceptance as a modelling tool for engineering problems of direct geotechnical relevance. One area for which the method seems naturally well adapted is that of ...
    • A precise study on undrained shear behavior of hydrate-bearing pressure core from the Eastern Nankai Trough 

      Yoneda, Jun; Masui, Akira; Tenma, Norio (Universitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica, 2015-06-02)
      Text en actes de congrés
      Accés obert
    • A probabilistic Bayesian methodology for the strain-rate correction of dynamic CPTu data 

      Collico, Stefano; Arroyo Alvarez de Toledo, Marcos; Kopf, Achim; Devincenzi, M.J. (2022-11)
      Article
      Accés obert
      Dynamic Cone Penetration Tests (CPTu) profile offshore sediments by impact penetration. To exploit their results in full the measured data is converted to obtain a quasi-static equivalent profile. Dynamic CPTu conversion ...
    • A relation between undrained CPTu results and the state parameter for liquefiable soils 

      Monforte Vila, Lluís; Arroyo Alvarez de Toledo, Marcos; Gens Solé, Antonio (Canadian Science Publishing, 2023-11)
      Article
      Accés obert
      This paper presents a new interpretation procedure to estimate the initial state parameter from cone penetration testing (CPTu) in undrained conditions based on the results from a comprehensive set of numerical simulations ...
    • A review of Beliche Dam 

      Alonso Pérez de Agreda, Eduardo; Olivella Pastallé, Sebastià; Pinyol Puigmartí, Núria Mercè (Institution of Civil Engineers (http://www.ice.org.uk/), 2005)
      Article
      Accés obert
      Beliche Dam, a zoned earthdam with rockfill shouldersand a central clay core, experienced large collapse settlements due to reservoir impounding and direct action of rainfall. Long-term field records of vertical and ...
    • A stabilized mixed three-field formulation for stress accurate analysis including the incompressible limit in finite strain solid dynamics 

      Castañar Pérez, Inocencio; Codina, Ramon; Baiges Aznar, Joan (2023)
      Article
      Accés obert
      In this work a new methodology for finite strain solid dynamics problems for stress accurate analysis including the incompressible limit is presented. In previous works, the authors have presented the stabilized mixed ...
    • A subloading surface clay and sand model 

      Pinedo Vilcahuamán, Paul José; Monforte Vila, Lluís; Arroyo Alvarez de Toledo, Marcos; Gens Solé, Antonio (2023)
      Text en actes de congrés
      Accés obert
      The mechanical response of natural soils is characterized by a narrow elastic domain, a smooth transition between elastic to elasto-plastic regime, and hysteretic behaviour during cyclic loading. These realistic features ...
    • Ageing effects on the small-strain stiffness of a bio-treated compacted soil 

      Morales, Laura; Romero Morales, Enrique Edgar; Jommi, Cristina; Garzón Garzón, Eduardo; Giménez, Antonio (2015-09)
      Article
      Accés obert
      The effect of ageing on the small-strain shear stiffness of compacted silty-clayey sand following a ‘soft’ biological treatment is discussed. Samples were prepared by static compaction, adding urea-degrading bacteria to ...
    • Algunas reflexiones sobre el pasado y futuro 

      Escola Tècnica Superior d'Enginyeria de Camins, Canals i Ports de Barcelona; Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental (2019-10-01)
      Audiovisual
      Accés obert
      Algunas reflexiones sobre el pasado y futuro Reflexiones y palabras del profesor Eduardo Alonso pronunciadas en la jornada sobre el  Estado del arte y futuro de la Geotecnia.
    • An experimental investigation of the influence of intermittent and continuous operating modes on the thermal behaviour of a full scale geothermal energy pile 

      Faizal, Mohammed; Bouazza, Abdelmalek; Singh, Rao M. (Universitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica, 2015-06-02)
      Text en actes de congrés
      Accés obert
      Heat pumps connected to geothermal energy piles have variable operating hours. These variable hours can affect the thermal behaviour of these piles. Some key findings are presented for intermittent (16 hour) and continuous ...