Effect of Overlap Stress as Well as Tie Beam Length and Width on Settlement of Isolated Footings Using Finite Element

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ISSN Print: 2164-3164
ISSN Online: 2164-3172
www.scirp.org/journal/ojce
E-mail: ojce@scirp.org

"Effect of Overlap Stress as Well as Tie Beam Length and Width on Settlement of Isolated Footings Using Finite Element"
written by Mahmoud Abo Bakr El Sideek,
published by Open Journal of Civil Engineering, Vol.4 No.1, 2014

has been cited by the following article(s):

[1]	Analytical Study on Soil-Structure Interaction of Framed Structure with Isolated Footing Resting on Silty Sand
	Indian Geotechnical and …, 2023

[2]	On the interaction between spread foundations and tie-beams under eccentric loading
	2019

[3]	STRAINING ACTIONS OF FOOTINGS CONNECTED WITH TIE BEAMS RESTING ON REPLACED SOIL
	International Journal of Scientific & Engineering Research, 2017

[4]	Effect of Tie Beam Dimensions on Vertical and Horizontal Displacement of Isolated Footing
	2017

[5]	Finite Element Analysis of Tie Beams under the Effect of Differential Settlement of Isolated Footings
	2017

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[1]	Proceedings of Indian Geotechnical and Geoenvironmental Engineering Conference (IGGEC) 2021, Vol. 1 Lecture Notes in Civil Engineering, 2023 DOI:10.1007/978-981-19-4739-1_20

[2]	On the interaction between spread foundations and tie-beams under eccentric loading Engineering Structures, 2019 DOI:10.1016/j.engstruct.2019.109907