Zobrazeno 1 - 10
of 52
pro vyhledávání: '"Richard Giot"'
Publikováno v:
Mécanique des sols et géotechnique.
Publikováno v:
Mécanique des sols et géotechnique.
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 45:2130-2154
Publikováno v:
Applied Clay Science. 236:106878
Hydro-mechanical numerical modelling of the opening and closing of desiccation cracks in clayey rock
Publikováno v:
European Journal of Environmental and Civil Engineering. 27:2602-2613
The monitoring during one year of a gallery front of the Tournemire experimental station by optical metrology showed the presence of desiccation cracks sensitive to relative humidity variations in ...
Publikováno v:
Geotechnical and Geological Engineering. 38:4917-4938
The paper deals with the integration of structural anisotropy in a pre-existing constitutive law for rocks, dedicated to the numerical modelling of underground structures. On the basis of bibliographic study, two approaches were selected and applied
Publikováno v:
European Journal of Environmental and Civil Engineering. 25:2277-2300
In situ pull-out tests were performed in claystones at the Andra Underground Research Laboratory of Meuse/Haute-Marne on fully grouted bolts. The bolts were instrumented with strain gauges along th...
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences. 154:105104
Autor:
P. Massin, Alexandre Martin, Maxime Faivre, Daniele Colombo, Bertrand Paul, Richard Giot, Fabrice Golfier
Publikováno v:
Computer Methods in Applied Mechanics and Engineering
Computer Methods in Applied Mechanics and Engineering, 2018, 342, pp.321-353. ⟨10.1016/j.cma.2018.08.009⟩
Computer Methods in Applied Mechanics and Engineering, Elsevier, 2018, 342, pp.321-353. ⟨10.1016/j.cma.2018.08.009⟩
Computer Methods in Applied Mechanics and Engineering, 2018, 342, pp.321-353. ⟨10.1016/j.cma.2018.08.009⟩
Computer Methods in Applied Mechanics and Engineering, Elsevier, 2018, 342, pp.321-353. ⟨10.1016/j.cma.2018.08.009⟩
A 3D fully coupled hydromechanical model for the simulation of fluid-driven fracture propagation through poroelastic saturated media is presented and compared to several analytical or numerical benchmarks. The hydromechanical coupling in the porous m
Publikováno v:
Engineering Geology. 247:27-37
The present paper deals with the comparison of permeability measurements between steady flow and transient flow tests (pulse decay test). We submitted one sample to a series of four sequences of one pulse test followed by one steady flow test. This w