Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Abraham P. van den Eijnden"'
Publikováno v:
Challenges and Innovations in Geomechanics ISBN: 9783031128509
Soil liquefaction is investigated considering a saturated soil deposit and by implementing standard techniques of random field theory to distribute initial void ratio values and assess liquefaction risk. The soil domain is represented in a 2-dimensio
Publikováno v:
Challenges and Innovations in Geomechanics ISBN: 9783031128509
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::34ad231543656d5ea6aee70f7e734eb8
https://doi.org/10.1007/978-3-031-12851-6_36
https://doi.org/10.1007/978-3-031-12851-6_36
Autor:
Benoît Pardoen, Jean Talandier, Stefano Dal Pont, Pierre Bésuelle, Philippe Cosenza, Jacques Desrues, Abraham P. van den Eijnden, Robert Charlier, Frédéric Collin
Publikováno v:
E3S Web of Conferences
2nd International Conference on Energy Geotechnics (ICEGT 2020)
2nd International Conference on Energy Geotechnics (ICEGT 2020), 2020, La Jolla, United States. ⟨10.1051/e3sconf/202020510003⟩
E3S Web of Conferences, Vol 205, p 10003 (2020)
E3S Web of Conferences, 205
2nd International Conference on Energy Geotechnics (ICEGT 2020)
2nd International Conference on Energy Geotechnics (ICEGT 2020), 2020, La Jolla, United States. ⟨10.1051/e3sconf/202020510003⟩
E3S Web of Conferences, Vol 205, p 10003 (2020)
E3S Web of Conferences, 205
International audience; In the context of underground exploitation, the behaviour of rocks near galleries and tunnels conditions their stability. Underground drilling generates deformations, damage, fracturing, and significant modification of flow ch
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b61a54cf3bdcdd6fe299ab29f7992ea7
https://hal.univ-grenoble-alpes.fr/hal-03020445/file/e3sconf_icegt2020_10003.pdf
https://hal.univ-grenoble-alpes.fr/hal-03020445/file/e3sconf_icegt2020_10003.pdf
Publikováno v:
Georisk: assessment and management of risk for engineered systems and geohazards, 13(4)
A case study involving the assessment and re-design of an existing dyke, founded on a layered soil, has compared deterministic analysis based on 5-percentile property values and a reliability-based random finite element analysis consistent with the r