Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Ngoc-Tuyen Tran"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 13, Iss 5, Pp 1033-1046 (2021)
Callovo-Oxfordian (COx) claystone has been considered as a potential host rock for geological radioactive waste disposal in France (Cigéo project). During the exploitation phase (100 years), the stability of drifts (e.g. galleries/alveoli) within th
Externí odkaz:
https://doaj.org/article/ec81d7d24ef24b3c8187f812377f151a
Publikováno v:
Journal of Science and Technology in Civil Engineering (STCE) - HUCE. 16:38-54
This work aims at proposing the methodology on the basis of the extension of the famous reliability analysis, joining the Kriging and Monte Carlo Simulation (AK-MCS) metamodeling technique for analyzing the long-term stability of deep tunnel support
Autor:
Duc Vu Quyen, Nguyen, Ngoc Tuyen, Tran, Quang Khieu, Dinh, Van Minh Hai, Ho, Xuan Tin, Dang, Thi Hoang Diem, Bui, Van Thanh Son, Le, Thi Kieu Diem, Nguyen, Thi Nguyet, Le, Thi Thuy, Bui, Thi Thuy Dung, Ho
Publikováno v:
Journal of Nanotechnology; 9/26/2023, p1-16, 16p
Publikováno v:
Sustainability; Volume 14; Issue 14; Pages: 8465
The sustainability of geotechnical infrastructures is closely linked with their long-time behavior. In fact, there is not a straightforward procedure to predict this behavior, and very often, the back analyses of observed data are the best tool to un
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering
Journal of Rock Mechanics and Geotechnical Engineering, Elsevier, 2021, ⟨10.1016/j.jrmge.2021.06.009⟩
Journal of Rock Mechanics and Geotechnical Engineering, Vol 13, Iss 5, Pp 1033-1046 (2021)
Journal of Rock Mechanics and Geotechnical Engineering, Elsevier, 2021, ⟨10.1016/j.jrmge.2021.06.009⟩
Journal of Rock Mechanics and Geotechnical Engineering, Vol 13, Iss 5, Pp 1033-1046 (2021)
Callovo-Oxfordian (COx) claystone has been considered as a potential host rock for geological radioactive waste disposal in France (Cigéo project). During the exploitation phase (100 years), the stability of drifts (e.g. galleries/alveoli) within th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::009a1d6f509a0b3d31a49375ac1db09f
https://hal.archives-ouvertes.fr/hal-03319646
https://hal.archives-ouvertes.fr/hal-03319646
Publikováno v:
Rock Mechanics and Rock Engineering
Rock Mechanics and Rock Engineering, Springer Verlag, 2021, 54 (5), pp.2311-2334. ⟨10.1007/s00603-021-02401-6⟩
Rock Mechanics and Rock Engineering, Springer Verlag, 2021, 54 (5), pp.2311-2334. ⟨10.1007/s00603-021-02401-6⟩
Time-dependent rock behavior can significantly affect the design and the construction method of tunnel support lining. As an innovation, a concrete liner covered with a compressible layer is thus of great interest to reduce the underground space proj
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d228e76632d693566188ed1d466ef428
https://hal.archives-ouvertes.fr/hal-03319642
https://hal.archives-ouvertes.fr/hal-03319642
Publikováno v:
Geotechnics for Sustainable Infrastructure Development
Geotechnics for Sustainable Infrastructure Development, Nov 2019, Hanoi, Vietnam
HAL
Lecture Notes in Civil Engineering ISBN: 9789811521836
Geotechnics for Sustainable Infrastructure Development, Nov 2019, Hanoi, Vietnam
HAL
Lecture Notes in Civil Engineering ISBN: 9789811521836
The determination of the optimal liner thickness is an important task in the design of tunnels. To take into account the heterogeneous characteristic in nature of the surrounding rock mass, the deterministic approach by using the factor of safety of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0125b6338f91f2ca5941dd8d780a4916
https://hal.archives-ouvertes.fr/hal-02564465
https://hal.archives-ouvertes.fr/hal-02564465
Publikováno v:
Rock Mechanics and Rock Engineering
Rock Mechanics and Rock Engineering, Springer Verlag, 2019, ⟨10.1007/s00603-019-01975-6⟩
Rock Mechanics and Rock Engineering, Springer Verlag, 2019, ⟨10.1007/s00603-019-01975-6⟩
International audience; The behavior of deep tunnel is usually time dependent due to the sequential construction process as well as the rheological characteristic of the rock mass. Moreover, the uncertainty of different parameters such as the viscoel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b2a62b5c4d8b555932ad6a0347d2e6a0
https://hal.archives-ouvertes.fr/hal-02302148
https://hal.archives-ouvertes.fr/hal-02302148
Publikováno v:
Computational & Geoenvironmental Geomechanics for Underground and Subsurface Structures
Computational & Geoenvironmental Geomechanics for Underground and Subsurface Structures, Feb 2019, Nancy, France
HAL
Computational & Geoenvironmental Geomechanics for Underground and Subsurface Structures, Feb 2019, Nancy, France
HAL
International audience
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::6cd23fad5af64b02471625791d155976
https://hal.archives-ouvertes.fr/hal-02564509
https://hal.archives-ouvertes.fr/hal-02564509
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.