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Title: :  Eceentrically loaded Rectangular footing on Geogrid-reinforced silty sand
PaperId: :  2264
Published in:   International Journal Of Advance Research And Innovative Ideas In Education
Publisher:   IJARIIE
e-ISSN:   2395-4396
Volume/Issue:    Volume 2 Issue 3 2016
DUI:    16.0415/IJARIIE-2264
Licence: :   IJARIIE is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

Author NameAuthor Institute
Priya jethwaL.D. college of Engineering
Prof. P. J. MehtaL.D. college of Engineering

Abstract

shallow footing
Eccentric load, Geogrid, Rectangular footing, Silty sand
In many cases foundation subjected to eccentric load which results in reduction of bearing capacity of soil. The paper investigate the reduction factor for silty sand which is reinforced by geogrid under the effect of eccentric load. for the present study two type of rectangular footing are used. Two, three and four numbers of geogrid layers are provided and three type of eccentric load are used for present study i.e. e/B equals 0.05, 0.10 & 0.15. from the laboratory test results, the reduction factor and also called empirical relationship which is the ratio of ultimate bearing capacity of eccentrically loaded footing to that of centrally loaded footing have been determine.

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IJARIIE Priya jethwa, and Prof. P. J. Mehta. "Eceentrically loaded Rectangular footing on Geogrid-reinforced silty sand" International Journal Of Advance Research And Innovative Ideas In Education Volume 2 Issue 3 2016 Page 879-886
MLA Priya jethwa, and Prof. P. J. Mehta. "Eceentrically loaded Rectangular footing on Geogrid-reinforced silty sand." International Journal Of Advance Research And Innovative Ideas In Education 2.3(2016) : 879-886.
APA Priya jethwa, & Prof. P. J. Mehta. (2016). Eceentrically loaded Rectangular footing on Geogrid-reinforced silty sand. International Journal Of Advance Research And Innovative Ideas In Education, 2(3), 879-886.
Chicago Priya jethwa, and Prof. P. J. Mehta. "Eceentrically loaded Rectangular footing on Geogrid-reinforced silty sand." International Journal Of Advance Research And Innovative Ideas In Education 2, no. 3 (2016) : 879-886.
Oxford Priya jethwa, and Prof. P. J. Mehta. 'Eceentrically loaded Rectangular footing on Geogrid-reinforced silty sand', International Journal Of Advance Research And Innovative Ideas In Education, vol. 2, no. 3, 2016, p. 879-886. Available from IJARIIE, https://ijariie.com/AdminUploadPdf/Eceentrically_loaded_Rectangular_footing_on_Geogrid_reinforced_silty_sand_ijariie2264.pdf (Accessed : 01 November 2018).
Harvard Priya jethwa, and Prof. P. J. Mehta. (2016) 'Eceentrically loaded Rectangular footing on Geogrid-reinforced silty sand', International Journal Of Advance Research And Innovative Ideas In Education, 2(3), pp. 879-886IJARIIE [Online]. Available at: https://ijariie.com/AdminUploadPdf/Eceentrically_loaded_Rectangular_footing_on_Geogrid_reinforced_silty_sand_ijariie2264.pdf (Accessed : 01 November 2018)
IEEE Priya jethwa, and Prof. P. J. Mehta, "Eceentrically loaded Rectangular footing on Geogrid-reinforced silty sand," International Journal Of Advance Research And Innovative Ideas In Education, vol. 2, no. 3, pp. 879-886, May-Jun 2016. [Online]. Available: https://ijariie.com/AdminUploadPdf/Eceentrically_loaded_Rectangular_footing_on_Geogrid_reinforced_silty_sand_ijariie2264.pdf [Accessed : 01 November 2018].
Turabian Priya jethwa, and Prof. P. J. Mehta. "Eceentrically loaded Rectangular footing on Geogrid-reinforced silty sand." International Journal Of Advance Research And Innovative Ideas In Education [Online]. volume 2 number 3 (01 November 2018).
Vancouver Priya jethwa, and Prof. P. J. Mehta. Eceentrically loaded Rectangular footing on Geogrid-reinforced silty sand. International Journal Of Advance Research And Innovative Ideas In Education [Internet]. 2016 [Cited : 01 November 2018]; 2(3) : 879-886. Available from: https://ijariie.com/AdminUploadPdf/Eceentrically_loaded_Rectangular_footing_on_Geogrid_reinforced_silty_sand_ijariie2264.pdf
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