Peer-reviewed articles 17,970 +


Ali Abdulhasan Naji; Florin Sebastian Mustatea; Laith Jawad Aziz
•    Prof. DSc. Oleksandr Trofymchuk, UKRAINE 
•    Prof. Dr. hab. oec. Baiba Rivza, LATVIA
Infostructures element increased in demand last forty years, these elements provide increasing in the resistance of structures and service age. Due to the difficulty of studying the behavior of parts that embedded in soil special for the anchor plate. A numerical study was adopted to study the behavior of anchor plate inside the soil to see the deformations and the stress that deform inside the soil, also the reaction of soil companion under the effect of this loads. Abaqus is a complete program used to solve the equilibrium equations of a finite element modeling, which is used in the present study to analyze an anchor plate case embedded into the loose sandy soil and subjected to vertical uplift load. The contribution of this paper represents a numerical analysis of a case study representing the influence of a horizontal anchor plate embedded in soil under effect of cavity. The results show the effect of the cavity location on the resistance area of the anchor and the overturning capacity of the anchor to resist the uplift loads.
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Proceedings of 22nd International Multidisciplinary Scientific GeoConference SGEM 2022
22nd International Multidisciplinary Scientific GeoConference SGEM 2022, 04 - 10 July, 2022
Proceedings Paper
STEF92 Technology
International Multidisciplinary Scientific GeoConference SGEM
SWS Scholarly Society; Acad Sci Czech Republ; Latvian Acad Sci; Polish Acad Sci; Serbian Acad Sci and Arts; Natl Acad Sci Ukraine; Natl Acad Sci Armenia; Sci Council Japan; European Acad Sci, Arts and Letters; Acad Fine Arts Zagreb Croatia; Croatian Acad Sci and Arts; Acad Sci Moldova; Montenegrin Acad Sci and Arts; Georgian Acad Sci; Acad Fine Arts and Design Bratislava; Turkish Acad Sci.
04 - 10 July, 2022
anchor plate, cavity, uplift load, numerical modeling

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