@article {bouzidabdelkader,
	title = {Abdelkader Noui, Toufik Karech \&},
	year = {Submitted},
	author = {Tayeb Bouzid}
}
@article {nouinumerical,
	title = {Numerical investigation of dynamic behavior of foundation reinforced by stone columns using Finn model: Liquefaction mitigation},
	year = {Submitted},
	author = {Noui, Abdelkader and Karech, Toufik and Tayeb Bouzid}
}
@article {bouzidabdelkader,
	title = {Abdelkader Noui, Toufik Karech \&},
	year = {Submitted},
	author = {Tayeb Bouzid}
}
@article {nouinumerical,
	title = {Numerical investigation of dynamic behavior of foundation reinforced by stone columns using Finn model: Liquefaction mitigation},
	year = {Submitted},
	author = {Noui, Abdelkader and Karech, Toufik and Tayeb Bouzid}
}
@article {noui2019numerical,
	title = {A Numerical Investigation of Dynamic Behavior of a Unit Cell of a Loose sand Reinforced by Stone Column Under the Effect of Gravity Using Finn Model},
	journal = {Indian Geotechnical Journal},
	volume = {49},
	number = {3},
	year = {2019},
	pages = {255{\textendash}264},
	publisher = {Springer},
	author = {Noui, Abdelkader and Karech, Toufik and Tayeb Bouzid}
}
@article {noui2019numerical,
	title = {A Numerical Investigation of Dynamic Behavior of a Unit Cell of a Loose sand Reinforced by Stone Column Under the Effect of Gravity Using Finn Model},
	journal = {Indian Geotechnical Journal},
	volume = {49},
	number = {3},
	year = {2019},
	pages = {255{\textendash}264},
	publisher = {Springer},
	author = {Noui, Abdelkader and Karech, Toufik and Tayeb Bouzid}
}
@article {karech2018behavior,
	title = {The Behavior of Dam Foundation Reinforced by Stone Columns: Case Study of Kissir Dam-Jijel},
	journal = {International Journal of Civil and Environmental Engineering},
	volume = {11},
	number = {8},
	year = {2018},
	pages = {1187{\textendash}1191},
	author = {Karech, Toufik and Benseghir, Abderahmen and Tayeb Bouzid}
}
@article {karech2018behavior,
	title = {The Behavior of Dam Foundation Reinforced by Stone Columns: Case Study of Kissir Dam-Jijel},
	journal = {International Journal of Civil and Environmental Engineering},
	volume = {11},
	number = {8},
	year = {2018},
	pages = {1187{\textendash}1191},
	author = {Karech, Toufik and Benseghir, Abderahmen and Tayeb Bouzid}
}
@article {houda2018key,
	title = {Key parameters influencing performance and failure modes for interaction soil{\textendash}pile{\textendash}structure system under lateral loading},
	journal = {Asian Journal of Civil Engineering},
	volume = {19},
	number = {3},
	year = {2018},
	pages = {355{\textendash}373},
	publisher = {Springer},
	author = {Houda, Gasmi and Tayeb, Bouzid and Yahiaoui, D}
}
@article {bezih2017soil,
	title = {SOIL SCIENCES},
	journal = {J Geol},
	volume = {6},
	number = {6},
	year = {2017},
	author = {Bezih, Kamel and Chateauneuf, Alaa and Tayeb Bouzid and Kalla, Mehdi and Bacconnet, Claude}
}
@article {bezih2017soil,
	title = {SOIL SCIENCES},
	journal = {J Geol},
	volume = {6},
	number = {6},
	year = {2017},
	author = {Bezih, Kamel and Chateauneuf, Alaa and Tayeb Bouzid and Kalla, Mehdi and Bacconnet, Claude}
}
@mastersthesis {saadi2014comportement,
	title = {Comportement des structures m{\'e}talliques avec assemblage semi-rigide en zone sismique},
	year = {2014},
	school = {Universit{\'e} de Batna 2},
	type = {mastersphd},
	author = {SAADI, Mohamed}
}
@mastersthesis {saadi2014comportement,
	title = {Comportement des structures m{\'e}talliques avec assemblage semi-rigide en zone sismique},
	year = {2014},
	school = {Universit{\'e} de Batna 2},
	type = {phd},
	author = {SAADI, Mohamed}
}
@article {693,
	title = {Practical method for analysis and design of slender reinforced concrete columns subjected to biaxial bending and axial loads},
	journal = {Slovak Journal of Civil Engineering XIX(1)},
	year = {2011},
	abstract = {Reinforced and concrete-encased composite columns of arbitrarily shaped cross sections subjected to biaxial bending and axial loads are commonly used in many structures. For this purpose, an iterative numerical procedure for the strength analysis and design of short and slender reinforced concrete columns with a square cross section under biaxial bending and an axial load by using an EC2 stress-strain model is presented in this paper. The computational procedure takes into account the nonlinear behavior of the materials (i.e., concrete and reinforcing bars) and includes the second - order effects due to the additional eccentricity of the applied axial load by the Moment Magnification Method. The ability of the proposed method and its formulation has been tested by comparing its results with the experimental ones reported by some authors. This comparison has shown that a good degree of agreement and accuracy between the experimental and theoretical results have been obtained. An average ratio (proposed to test) of 1.06 with a deviation of 9\% is achieved.Practical method for analysis and design of slender reinforced concrete columns... |\&nbsp;},
	author = {Tayeb Bouzid and K demagh}
}
@article {693,
	title = {Practical method for analysis and design of slender reinforced concrete columns subjected to biaxial bending and axial loads},
	journal = { Slovak Journal of Civil Engineering XIX(1)},
	year = {2011},
	abstract = {Reinforced and concrete-encased composite columns of arbitrarily shaped cross sections subjected to biaxial bending and axial loads are commonly used in many structures. For this purpose, an iterative numerical procedure for the strength analysis and design of short and slender reinforced concrete columns with a square cross section under biaxial bending and an axial load by using an EC2 stress-strain model is presented in this paper. The computational procedure takes into account the nonlinear behavior of the materials (i.e., concrete and reinforcing bars) and includes the second - order effects due to the additional eccentricity of the applied axial load by the Moment Magnification Method. The ability of the proposed method and its formulation has been tested by comparing its results with the experimental ones reported by some authors. This comparison has shown that a good degree of agreement and accuracy between the experimental and theoretical results have been obtained. An average ratio (proposed to test) of 1.06 with a deviation of 9\% is achieved.Practical method for analysis and design of slender reinforced concrete columns... |\&nbsp;},
	author = {Tayeb Bouzid and K demagh}
}
@mastersthesis {bouzid1986investigation,
	title = {Investigation on the behaviour of THR fish-eye lens with respect to the different mathematical models used in close-range photogrammetry},
	year = {1986},
	school = {University of Washington},
	type = {mastersphd},
	author = {Tayeb Bouzid}
}
@mastersthesis {bouzid1986investigation,
	title = {Investigation on the behaviour of THR fish-eye lens with respect to the different mathematical models used in close-range photogrammetry},
	year = {1986},
	school = {University of Washington},
	type = {phd},
	author = {Tayeb Bouzid}
}
