Zobrazeno 1 - 10
of 63
pro vyhledávání: '"H. Modaressi"'
Publikováno v:
Soil Dynamics and Earthquake Engineering. 20:509-516
Recent earthquake studies have demonstrated that non-linear behavior of soft soil can be significant compared to other effects affecting seismic motion. Therefore, the question is to know when sediment non-linearity is a first-order effect and when i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::71657582e3e4dfb1c1415fb5bbd86cc2
https://doi.org/10.1016/s0267-7261(00)00100-7
https://doi.org/10.1016/s0267-7261(00)00100-7
Autor:
P. Aubert, H. Modaressi
Publikováno v:
International Journal for Numerical Methods in Engineering. 39:3809-3838
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bc841fc694ae16d19b97e79bef4ec3ae
https://doi.org/10.1002/(sici)1097-0207(19961130)39:22<3809::aid-nme26>3.0.co
https://doi.org/10.1002/(sici)1097-0207(19961130)39:22<3809::aid-nme26>3.0.co
Autor:
H. Modaressi, F. Roux
Publikováno v:
Communications in Numerical Methods in Engineering. 10:469-480
Numerical modelling of geometrically evolving domains, such as multistep construction, accretion and excavation, has always been of great interest to geotechnical engineers. Stress, strain and pore-pressure changes depend on hydromechanical propertie
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3ba62440deb4c7a90aeca9d3af08da46
https://doi.org/10.1002/cnm.1640100606
https://doi.org/10.1002/cnm.1640100606
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 18:133-138
The CamClay model has been extensively used in numerous research programmes for constitutive modelling in Soil Mechanics during the past quarter of a century. Several derivations of this model are now available and routinely used for numerical simula
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2d2215840e92386947da3a8ede18a6d1
https://doi.org/10.1002/nag.1610180206
https://doi.org/10.1002/nag.1610180206
Publikováno v:
Computers and Geotechnics. 9:47-58
In the context of numerical approaches such as the finite element method very often body and interface elements whose constitutive models are developed separately are used. However, for a given mass of soil, a relationship between these two constitut
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ef86c65c417fc9f97ac102349efce71f
https://doi.org/10.1016/0266-352x(90)90028-t
https://doi.org/10.1016/0266-352x(90)90028-t
Publikováno v:
ICSI
The best arrangement of source quenching (SQ) and credit management (CM) at the subscriber network interface (SNI) is investigated using simulation. Source quenching is intended to allow the packet loss to occur at the source rather than inside the n
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bf75beccb488171f0af8709d8bfe96a4
https://doi.org/10.1109/icsi.1990.138675
https://doi.org/10.1109/icsi.1990.138675
Autor:
H. Modaressi
Publikováno v:
Solid Mechanics and Its Applications ISBN: 9789048145133
With the increase in the computing power, the approximation of the equations governing the behaviour of saturated and partially saturated porous materials such as soil, rock and concrete is emerging as an active field of research. The Finite Element
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6aec607f5bed8a014dc3d0fc7aa65347
https://doi.org/10.1007/978-94-015-8698-6_8
https://doi.org/10.1007/978-94-015-8698-6_8
Autor:
H. Modaressi, D. Aubry
Publikováno v:
Numerical Methods and Constitutive Modelling in Geomechanics ISBN: 9783211822159
Some considerations are given on the modelling of wave propagations in porous media. Two models similar to the one proposed by Biot many years ago are described and the numerical implementation using a variational formulation and a finite element app
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f34629b6a0d1d6d984655617ac24b0dc
https://doi.org/10.1007/978-3-7091-2832-9_3
https://doi.org/10.1007/978-3-7091-2832-9_3
Autor:
H. Modaressi
Publikováno v:
Journal of Engineering Mechanics. 123:645-645
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::67c68f67fad5bfc870bcce0a4119ac27
https://doi.org/10.1061/(asce)0733-9399(1997)123:6(645)
https://doi.org/10.1061/(asce)0733-9399(1997)123:6(645)