Now showing items 1-6 of 6

    • 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
      Restricted access - publisher's policy
    • HM and THM interactions in bentonite engineered barriers for nuclear waste disposal 

      Gens Solé, Antonio; Alcoverro Bassols, Jordi; Blaheta, Radim; Hasal, Martin; Michalec, Zdenek; Takayama, Yusuke; Lee, Changsoo; Lee, Jaewon; Kim, Geon Young; Kuo, Wan-Jung; Chia-Wei, Kuo; Li, Chung-Yi (Elsevier, 2021-01)
      Article
      Open Access
      Bentonite-based engineered barriers are a key component of many repository designs for the confinement of high-level radioactive waste and spent fuel. Given the complexity and interaction of the phenomena affecting the ...
    • 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
      Restricted access - publisher's policy
      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
      Restricted access - publisher's policy
      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
      Restricted access - publisher's policy
      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 ...