Zobrazeno 1 - 10
of 61
pro vyhledávání: '"Samir Maghous"'
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 15, Iss 1 (2021)
abstract: The Monte Carlo simulation (MCS) and First-Order Reliability Method (FORM) provide a reliability analysis in axisymmetric deep tunnels driven in elastoplastic rocks. The Convergence-Confinement method (CV-CF) and Mohr-Coulomb (M-C) criterio
Externí odkaz:
https://doaj.org/article/12260a63f0864476b9df2308c9e5f1fc
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 13, Iss 5 (2020)
ABSTRACT: Conventional interpretation procedures of load tests on instrumented piles rely upon measurements of strains that assume as zero for strains measured at the instant immediately before starting the test as reference configuration. However, s
Externí odkaz:
https://doaj.org/article/5c897f3c71b34e5296a807eb3d90d491
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 9, Iss 4, Pp 659-670 (2017)
The stability analysis of passive bolt-reinforced rock slopes under seismic loads is investigated within the framework of the kinematic approach of limit analysis theory. A pseudo-static method is adopted to account for the inertial forces induced in
Externí odkaz:
https://doaj.org/article/92791597b3b6422398efd36a2be4ac6e
Autor:
Cássio B. Aguiar, Samir Maghous
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 47:936-971
Publikováno v:
Arabian Journal of Geosciences. 16
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 46:221-246
Publikováno v:
International Journal of Geomechanics. 22
Publikováno v:
Mechanics of Time-Dependent Materials. 26:347-375
This work develops an elastic-viscoplastic constitutive formulation to the mechanical behavior of polycrystalline FCC metals subjected to high-strain-rate cold deformation, with application to aluminum AA1050. Following a phenomenological approach, t
Publikováno v:
European Journal of Environmental and Civil Engineering. 26:3996-4019
The present paper evaluates the seismic bearing capacity of a strip footing lying near the edge of a rock slope. Resorting to the framework of the limit analysis kinematic approach formulated in th...
Publikováno v:
Géotechnique. 70:630-635
The influence of factors controlling the rate of penetration during piezocone tests (CPTU) is addressed in the present paper, including a critical appraisal of measurements adopted as input in existing dimensionless analysis. From a heuristic approac