Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Zamila Harichane"'
Publikováno v:
Studia Geotechnica et Mechanica, Vol 43, Iss 1, Pp 1-14 (2020)
The aim of this study is to consider the effects of the variation of shear modulus ratio (G/G 0 ) and damping ratio (ξ) of soil, obtained by a linear iterative method based on the design spectra of seismic codes, the soil environment in terms of unc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::656f96317cbc06eed1497d12683743ba
https://doaj.org/article/a1b7bdb499324107a048232fe4aa6d9b
https://doaj.org/article/a1b7bdb499324107a048232fe4aa6d9b
Autor:
Zamila Harichane, Abd Elmalik Goufi, Mohamed Ghrici, Abdelmoumen Aala Eddine Driss, Khelifa Harichane
Publikováno v:
Innovative Infrastructure Solutions. 7
The use of lime or sand as stabilizers gave satisfactory results in improving the physical and mechanical properties of the expansive soils. The main aim of this research is to study the effect of adding dune sand, lime and their combination on the b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e84586e8babfc2af295d27fa9e63800e
https://doi.org/10.1007/s41062-021-00705-8
https://doi.org/10.1007/s41062-021-00705-8
Effects of Soil Parameters Uncertainties on the Behaviour of Anisotropic Porous Media to Shear Waves
Publikováno v:
International Journal of Geotechnical Earthquake Engineering. 10:32-49
In the present study, the wave equations for shear waves propagating in anisotropic fluid-saturated porous media are established in order to obtain the solutions in terms of displacements and dispersion equation. The wave velocities in the vertical a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::515737f8632229992c20145ae3a843c9
https://doi.org/10.4018/ijgee.2019070103
https://doi.org/10.4018/ijgee.2019070103
Autor:
Azeddine Chehat, Mourad Karray, Mustapha Abdellaziz, Mahmoud N. Hussien, Zamila Harichane, Mohamed Chekired
Publikováno v:
Canadian Geotechnical Journal. 56:364-377
Stiffness degradation, G/G0, curves of Champlain clay at St-Adelphe, Quebec, and the associated variation of its damping ratio with shear strain are constructed in this study using the new combined triaxial simple shear (TxSS) apparatus. The apparatu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::088b48da0cc8edd333a1f0565913bea0
https://doi.org/10.1139/cgj-2017-0732
https://doi.org/10.1139/cgj-2017-0732
Publikováno v:
Soil Dynamics and Earthquake Engineering. 160:107382
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::04570954f7017d3dcac9e9e5a1d6b945
https://doi.org/10.1016/j.soildyn.2022.107382
https://doi.org/10.1016/j.soildyn.2022.107382
Investigation of Soil Layers Stochasticity Effects on the Spatially Varying Seismic Response Spectra
Publikováno v:
Indian Geotechnical Journal. 49:151-160
The present study investigates the contribution of the stochasticity of a layered soil deposit on the seismic ground motion spatial variability via the random vibration theory. The seismic response evaluation is based on the 1-D shear wave propagatio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::95189e7e5c5b985b4643fae407969c4f
https://doi.org/10.1007/s40098-018-0301-y
https://doi.org/10.1007/s40098-018-0301-y
Publikováno v:
International Journal of Geotechnical Earthquake Engineering. 9:42-64
The present article highlights the beneficial effect of considering soil and structure parameters uncertainties on the soil-structure response. The impedance functions of a circular foundation resting on a random soil layer over a homogeneous half-sp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::de11b17030c8671547fdc03b7f28a5c9
https://doi.org/10.4018/ijgee.2018010103
https://doi.org/10.4018/ijgee.2018010103
Publikováno v:
International Journal of Geotechnical Engineering. 13:581-593
Even at this time, there is no universal mathematical model that can adequately describe the actual behaviour of cyclically loaded soils but rather thoughtful attempts were made to describe...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bd79f5b47466cb5b072f10b0f718a1e9
https://doi.org/10.1080/19386362.2017.1376393
https://doi.org/10.1080/19386362.2017.1376393
Publikováno v:
Earthquakes and Structures. 12:153-163
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::28ad96377b156e85e13f30eba749b9ee
https://doi.org/10.12989/eas.2017.12.2.153
https://doi.org/10.12989/eas.2017.12.2.153
The goal of this study is to provide a stochastic method to investigate the effects of the randomness of soil properties due to their natural spatial variability on the response spectra spatial variation at sites with varying conditions. For this pur
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ef3326ea0a8c84400e28d10ee269966d
https://hdl.handle.net/20.500.12619/67207
https://hdl.handle.net/20.500.12619/67207
