Zobrazeno 1 - 10
of 53
pro vyhledávání: '"Michel Tijani"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 13, Iss 4, Pp 811-819 (2021)
This paper proposes a new interface constitutive model for fully grouted rock-bolts and cable-bolts based on pull-out test results. A database was created combining published experimental data with in-house tests. By means of a comprehensive framewor
Externí odkaz:
https://doaj.org/article/085bf38be8654f9db5265da0b2fa8165
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 13, Iss 4, Pp 811-819 (2021)
Journal of Rock Mechanics and Geotechnical Engineering
Journal of Rock Mechanics and Geotechnical Engineering, Elsevier, 2021, 13 (4), pp.811-819. ⟨10.1016/j.jrmge.2021.03.011⟩
Journal of Rock Mechanics and Geotechnical Engineering
Journal of Rock Mechanics and Geotechnical Engineering, Elsevier, 2021, 13 (4), pp.811-819. ⟨10.1016/j.jrmge.2021.03.011⟩
This paper proposes a new interface constitutive model for fully grouted rock-bolts and cable-bolts based on pull-out test results. A database was created combining published experimental data with in-house tests. By means of a comprehensive framewor
Publikováno v:
Studia Geotechnica et Mechanica, Vol 41, Iss 4, Pp 247-262 (2019)
Studia Geotechnica et Mechanica
Studia Geotechnica et Mechanica, Wrocław University of Technology, 2019, ⟨10.2478/sgem-2019-0024⟩
Studia Geotechnica et Mechanica
Studia Geotechnica et Mechanica, Wrocław University of Technology, 2019, ⟨10.2478/sgem-2019-0024⟩
This paper presents an enhanced constitutive model integrating deviatoric hardening with a modified yield surface for overconsolidated clayey soils in a general framework of Cam-clay type models. Its performance was assessed with the simulation of dr
Publikováno v:
European Journal of Environmental and Civil Engineering
European Journal of Environmental and Civil Engineering, Taylor & Francis, 2019, ⟨10.1080/19648189.2019.1639078⟩
European Journal of Environmental and Civil Engineering, Taylor & Francis, 2019, ⟨10.1080/19648189.2019.1639078⟩
International audience; Increasing tunnel excavations in dense urban areas faces the issue of accurately predicting tunnelling-induced surface settlement. The quality of those predictions closely depends on the choice of soil constitutive model. In t
Publikováno v:
Rock Mechanics and Rock Engineering
Rock Mechanics and Rock Engineering, Springer Verlag, 2019, 52 (10), pp.3889-3907. ⟨10.1007/s00603-019-01786-9⟩
Rock Mechanics and Rock Engineering, Springer Verlag, 2019, 52 (10), pp.3889-3907. ⟨10.1007/s00603-019-01786-9⟩
International audience; For decades, artificial ground freezing (AGF) has been used as a temporary soil stabilization and waterproofing technique in multiple geotechnical engineering applications. Experience gained from AGF experiments indicates that
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0be438717a73bc2cc251dd2732d32140
https://hal-mines-paristech.archives-ouvertes.fr/hal-02898936
https://hal-mines-paristech.archives-ouvertes.fr/hal-02898936
Publikováno v:
World Tunnel Congress 2019
World Tunnel Congress 2019, ITA-AITES, May 2019, Naples, Italy. ⟨10.1201/9780429424441-169⟩
Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art ISBN: 9780429424441
Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art ISBN: 9781003031628
World Tunnel Congress 2019, ITA-AITES, May 2019, Naples, Italy. ⟨10.1201/9780429424441-169⟩
Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art ISBN: 9780429424441
Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art ISBN: 9781003031628
International audience; For decades, Artificial Ground Freezing (AGF) technique has been used for waterproofing and strengthening soils and soft rocks. However, the resulting pore pressure build up may endanger the stability of adjacent structures lo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fe8fffd443281a79e327d0e25360609a
https://hal-mines-paristech.archives-ouvertes.fr/hal-02899980
https://hal-mines-paristech.archives-ouvertes.fr/hal-02899980
Publikováno v:
Computers and Geotechnics
Computers and Geotechnics, Elsevier, 2016, 75, pp.80-92
Computers and Geotechnics, Elsevier, 2016, 75, pp.80-92
International audience; The difficult geological conditions of underground mines in permeable and fractured rocks require the use of ground support and inflow management methods. Artificial ground freezing offers the opportunity to reduce the permeab
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences
International Journal of Rock Mechanics and Mining Sciences, Pergamon and Elsevier, 2018, 110, pp.189-198. ⟨10.1016/j.ijrmms.2018.07.017⟩
International Journal of Rock Mechanics and Mining Sciences, Pergamon and Elsevier, 2018, 110, pp.189-198. ⟨10.1016/j.ijrmms.2018.07.017⟩
The scope of this paper is to investigate rate effects on rock cutting process at bottomhole pressure . The solution of the cutting problem is derived in the framework of the theory of poroelastoplasticity. The problem is firstly solved analytically
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5cec37b5297fc2b65bef21ffaab3fcbc
https://hal-mines-paristech.archives-ouvertes.fr/hal-01884704
https://hal-mines-paristech.archives-ouvertes.fr/hal-01884704
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 40:942-961
Summary The present work proposes an approach to adapt existing isotropic models to transversely isotropic materials. The main idea is to introduce equivalence relations between the real material and a fictitious isotropic one on which one can take a
Autor:
Mohamed Ali Mahjoub, Sofia M'Jahad, Sylvie Granet, Ahmed Rouabhi, Michel Tijani, Jean Talandier
Publikováno v:
International Journal of Geomechanics
International Journal of Geomechanics, American Society of Civil Engineers, 2018, 18 (1), ⟨10.1061/(ASCE)GM.1943-5622.0001050⟩
International Journal of Geomechanics, 2018, 18 (1), ⟨10.1061/(ASCE)GM.1943-5622.0001050⟩
International Journal of Geomechanics, American Society of Civil Engineers, 2018, 18 (1), ⟨10.1061/(ASCE)GM.1943-5622.0001050⟩
International Journal of Geomechanics, 2018, 18 (1), ⟨10.1061/(ASCE)GM.1943-5622.0001050⟩
International audience
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5143c978a3cbfc81f036bd4a921f6b5d
https://hal.archives-ouvertes.fr/hal-01635189
https://hal.archives-ouvertes.fr/hal-01635189