@article {7114,
	title = {Effect of Long-Term Soil Deformations on RC Structures Including Soil-Structure Interaction},
	journal = {Civil Engineering Journal},
	volume = {6},
	number = {12},
	year = {2020},
	abstract = {Lifetime service of Reinforced Concrete (RC) structures is of major interest. It depends on the action of the superstructure and the response of soil contact at the same time. Therefore, it is necessary to consider the soil-structure interaction in the safety analysis of the RC structures to ensure reliable and economical design. In this paper, a finite element model of soil-structure interaction is developed. This model addresses the effect of long-term soil deformations on the structural safety of RC structures. It is also applied to real RC structures where soil-structure interaction is considered in the function of time. The modeling of the mechanical analysis of the soil-structure system is implemented as a one-dimensional model of a spring element to simulate a real case of RC continuous beams. The finite element method is used in this model to address the nonlinear time behavior of the soil and to calculate the consolidation settlement at the support-sections and the bending moment of RC structures girders. Numerical simulation tests with different loading services were performed on three types of soft soils with several compressibility parameters. This is done for homogeneous and heterogeneous soils. The finite element model of soil-structure interaction provides a practical approach to show and to quantify; (1) the importance of the variability of the compressibility parameters, and (2) the heterogeneity soil behavior in the safety RC structures assessment. It also shows a significant impact of soil-structure interaction, especially with nonlinear soil behavior versus the time on the design rules of redundant RC structures.},
	url = {https://www.civilejournal.org/index.php/cej/article/view/2489},
	author = {Bezih, Kamel and Chateauneuf, Alaa and Demagh, Rafik}
}
@article {63103,
	title = {Effect of Long-Term Soil Deformations on RC Structures Including Soil-Structure Interaction},
	journal = {Civil Engineering JournalCivil Engineering Journal},
	volume = {6},
	year = {2020},
	month = {2020},
	pages = {2290-2311},
	isbn = {2476-3055},
	author = {Bezih, Kamel and Chateauneuf, Alaa and Demagh, Rafik}
}
@proceedings {61502,
	title = {Analyse M{\'e}cano-Fiabiliste Des Structures En B{\'e}ton Arm{\'e} En Tenant Compte De L\&$\#$39;interaction Sol-Structure},
	journal = {1st International Congress on Advances in Geotechnical Engineering and Construction Management ICAGECM{\textquoteright}19},
	year = {2019},
	pages = {97},
	abstract = {
	Dans la conception courante des structures en b{\'e}ton arm{\'e}, le comportement non lin{\'e}aire du sol peut conduire soit {\`a} un sur-dimensionnement couteux, ou soit {\`a} une sous-estimation de la fiabilit{\'e}, qui d{\'e}pend dans la majorit{\'e} des cas, de l{\textquoteright}interaction entre le sol et la structure. A cet effet, il est indispensable de tenir compte de la variabilit{\'e} des propri{\'e}t{\'e}s du sol qui peuvent largement influer sur le comportement des structures en b{\'e}ton arm{\'e} vis-{\`a}-vis de l{\textquoteright}{\'e}tat limite de portance. Dans cet article, on a d{\'e}velopp{\'e} une approche m{\'e}cano-fiabiliste pour {\'e}tudier l{\textquoteright}effet de l{\textquoteright}interaction sol-structure. La mod{\'e}lisation num{\'e}rique de l{\textquoteright}interaction sol-structure est mise en {\oe}uvre par un mod{\`e}le m{\'e}canique de poutre en b{\'e}ton arm{\'e} bas{\'e} sur des appuis {\'e}lastiques non lin{\'e}aires. Les r{\'e}sultats obtenus mettent en {\'e}vidence l{\textquoteright}effet de l{\textquoteright}interaction solstructure, et l{\textquoteright}{\'e}volution de la probabilit{\'e} de d{\'e}faillance est li{\'e}e d{\textquoteright}une fa{\c c}on importante au non lin{\'e}arit{\'e}s du comportement du sol.

},
	url = {https://www.researchgate.net/profile/Omri-Imen/publication/343112347_Volumel_international_congress_at_university_of_skikda/links/5f176e4545851515ef3e29e2/Volumel-international-congress-at-university-of-skikda.pdf$\#$page=107},
	author = {Bezih, Kamel and Chateauneuf, Alaa and Demagh, Rafik and Amrane, Moussa}
}
@article {64486,
	title = {SOIL SCIENCES},
	journal = {J GeolJ Geol},
	volume = {6},
	year = {2017},
	month = {2017},
	author = {Bezih, Kamel and Chateauneuf, Alaa and Tayeb Bouzid and Kalla, Mehdi and Bacconnet, Claude}
}
@article {65984,
	title = {Effect of soil{\textendash}structure interaction on the reliability of reinforced concrete bridges},
	journal = {Ain Shams Engineering JournalAin Shams Engineering Journal},
	volume = {6},
	year = {2015},
	month = {2015},
	pages = {755-766},
	isbn = {2090-4479},
	author = {Bezih, Kamel and Chateauneuf, Alaa and Mahdi KALLA and Bacconnet, Claude}
}
