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Title: CAVITY SIZE EFFECTS ON PLATE ANCHOR CAPACITY
CAVITY SIZE EFFECTS ON PLATE ANCHOR CAPACITY
Ali Naji; Sebastian Mustatea; Laith Jawad Aziz
10.5593/sgem2022/1.1/s02.013
10.5593/sgem2022/1.1
1314-2704
978-619-7603-38-5
English
22
1.1
•    Prof. DSc. Oleksandr Trofymchuk, UKRAINE 
•    Prof. Dr. hab. oec. Baiba Rivza, LATVIA
Hydrogeology, Engineering Geology and Geotechnics
Many reasons deform the cavity inside the soil. The reasons can be classified to two main reasons natural and artificial reasons. Natural reasons belong to the type of soil (It is usually due to materials that enter the formation of the soil and may be affected by natural factors). And artificial reasons due to human work inside the ground like old buildings. The size of these cavities effect on the capacity on structures and it can cause huge damages for the structures. Experimental study presents the effect of size of cavity on the capacity of the plate anchor. A scale model anchor plate embedded inside sandy soil in laboratory to study the behavior of it under the effect of three types of cavities with dimeter (10,15 and 20) cm. the results show direct effect on the capacity of plate anchor and the type of failure that deform inside the soil to resist the uplift loads.
plate anchors, sandy soil, cavity, bearing capacity
[1] A. T. S. A. A. Al-Jazaairry, "Effect of Cavities on the Behaviour of Model Pile under Axial Loading in Sand.," in the 2nd World Congress on Civil, Structural, and Environmental Engineering, Barcelona, Spain., 2017.
[2] A. T. T. S. A. A. Al-Jazaairry, "Effect of cavities on the behaviour of laterally loaded pile in sand," International Journal of Geotechnical Engineering, pp. 1 - 11, 2017.
[3] H. L. a. S. P. C. W. Ng, "Three-dimensional centrifuge modelling of the effects of twin tunnelling on an existing pile.," Tunnelling and Underground Space Technology,, pp. 189-199, 2013.
[4] P. D. L. J. Aziz, Lateral resistance of single pile embedded in sand with cavities, University of Technology, Iraq: University of Technology, Iraq, 2008.
[5] A. T. M. G. T. S. A. A. Lavasan, "Behavior of Shallow Strip Footing on Twin Voids," Geotechnical and Geological Engineering, pp. 1-15, 2015.
[6] D. S. K. S. Braja M. Das, Earth Anchors Second eddition, Florida: J. Ross Publishing, 2013.
[7] K. A. K. Hamed Niroumand, Design and Construction of Soil Anchor Plates, Elsevier Inc, 2016.
[8] E. A. a. K. J. W. Dickin, "Numerical modeling of the load-displacement behavior of anchor walls," Computers and Structures,, pp. 63(4): 849-858, (1997).
[9] A. Chirica, Contributions related to the influence of the macrostructure of cohesive soils on the settlement and transfer of the foundation land, ICB, 1991.
[10] Y. J. A.-S. M. A.-T. M. J. Al-Mosawe, "Embedded in sandy soils with cavities,”," Journal of Engineering, vol. 13, no. 1,, pp. 1168-1187, 2007.
[11] J. H. H. a. Y. L. 2. Liu, "Experimental Study on the Pull-Out Performance of Strip Plate Anchors in Sand," In The Twenty-third International Offshore and Polar Engineering Conference. International Society of Offshore and Polar, 2013.
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https://doi.org/10.5593/sgem2022/1.1/s02.013
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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.
107-114
04 - 10 July, 2022
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