Zobrazeno 1 - 8
of 8
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0fa23052af4caa2b77e66e34fe3c1ebe
http://resolver.tudelft.nl/uuid:2c3b7f1b-55e6-4141-9020-fc7ca524a221
http://resolver.tudelft.nl/uuid:2c3b7f1b-55e6-4141-9020-fc7ca524a221
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::903927b1631c078c4faa72f5f50344c7
http://resolver.tudelft.nl/uuid:eedb2102-bdc7-4cce-b38c-d4c72bfa8648
http://resolver.tudelft.nl/uuid:eedb2102-bdc7-4cce-b38c-d4c72bfa8648
Publikováno v:
Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards; Sep2022, Vol. 16 Issue 3, p413-434, 22p
Publikováno v:
Géotechnique; Nov2021, Vol. 71 Issue 11, p1028-1043, 16p
Autor:
Hicks, Michael A., Varkey, Divya, van den Eijnden, Abraham P., de Gast, Tom, Vardon, Philip J.
Publikováno v:
Georisk: Assessment & Management of Risk for Engineered Systems & Geohazards; Dec2019, Vol. 13 Issue 4, p313-319, 7p
This book gathers the latest advances, innovations, and applications in the field of computational geomechanics, as presented by international researchers and engineers at the 16th International Conference of the International Association for Comput