Now showing items 1-5 of 5

  • Cimentación directa para eólica marina 

    Arroyo Alvarez de Toledo, Marcos; Alcoverro Bassols, Jordi; Abadías, David; Gens Solé, Antonio (Sociedad Española de Mecánica del Suelo e Ingeniería Geotécnica, 2012)
    Conference report
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  • Modelling fluid flow in opalinus clay excavation damage zone: a semi-analytical approach 

    Alcoverro Bassols, Jordi; Olivella Pastallé, Sebastià; Alonso Pérez de Agreda, Eduardo (2014-12)
    Article
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    The HG-A in situ test, located at the Mont Terri Underground Rock Laboratory (URL), was analysed as part of the FORGE project. This test investigated the behaviour of the excavation damage zone (EDZ) around a backfilled ...
  • The collapse of Space building 

    Caicedo Hormaza, Bernardo; Alonso Pérez de Agreda, Eduardo; Mendoza, C.; Alcoverro Bassols, Jordi (2019-03)
    Article
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    On 12 October 2013, the 24-storey high ‘Space’ building collapsed in Medellín, Colombia. The building had a reinforced concrete structure founded on large-diameter piles with enlarged bases. During and after construction ...
  • The FEBEX benchmark test: case definition and comparison of modelling approaches 

    Alonso Pérez de Agreda, Eduardo; Alcoverro Bassols, Jordi; Coste, F.; Selvadurai, A. P. S.; Tsang, C.-F.; Malinsky, L.; Merrien-Soukatchoff, V.; Kadiri, I.; Nowak, T.; Shao, H.; Nguyen, T.S.; Armand, G.; Sobolik, S.R.; Itamura, M.; Stone, C.M.; Webb, S.W.; Rejeb, A.; Tijera, Manuel; Maouche, Z.; Kobayashi, A.; Kurikami, H.; Ito, A.; Sugita, Y.; Chijimatsu, M.; Börgesson, L.; Hernelind, J.; Rutqvist, J.; Jussila, P. (Elsevier, 2005)
    Article
    Open Access
    The FEBEX (Full-scale Engineered Barriers Experiment in Crystalline Host Rock) ‘‘in situ’’ test was installed at the Grimsel Test Site underground laboratory (Switzerland) and is a near-to-real scale simulation of the ...
  • Unexpected behaviour of a large excavation in saturated sands 

    Alonso Pérez de Agreda, Eduardo; Gens Solé, Antonio; Alcoverro Bassols, Jordi; Ortuño, L (IOS Press, 2007)
    Conference report
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    The paper describes the behaviour of the perimeter wall of a very large excavation in saturated sands. The excavation was extended to a depth of 20m (17m below the water table) and the walls reached an impervious silty ...