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2019 | OriginalPaper | Buchkapitel

Static and Incremental Cyclic Loading of Ring and Circular Footings on Coir Geocell-Reinforced Sand

verfasst von : Afi R. Sudhakar, M. N. Sandeep

Erschienen in: Geotechnical Applications

Verlag: Springer Singapore

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Abstract

Ring footings are widely used as foundation for water tanks, television antennas, silos, chimneys, oil storage tanks, etc. This paper presents an experimental study to investigate the cyclic as well as static behavior of model ring footing and circular footing resting on coir geocell-reinforced sand. The parameters studied are coir geocell width, and depth of embedment of geocell. The studies have shown that, with the provision of geocell-reinforced sand cushion, there is substantial reduction in settlement of both ring and circular footings due to modified stress distribution. The beneficial effect in terms of increased load carrying capacity and reduced settlement is related to the width and depth of placing geocell mattress.

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Literatur
Zurück zum Zitat Choobbasti, A. J., Hesami, S., Najafi, A. et al. (2010). Numerical evaluation of bearing capacity and settlement of ring footing; case study of Kazeroon cooling towers. International Journal of Research and Reviews in Applied Sciences, 263–271. Choobbasti, A. J., Hesami, S., Najafi, A. et al. (2010). Numerical evaluation of bearing capacity and settlement of ring footing; case study of Kazeroon cooling towers. International Journal of Research and Reviews in Applied Sciences, 263–271.
Zurück zum Zitat El Sawwaf, M., & Nazir, A. (2012). Behavior of eccentrically loaded small-scale ring footings resting on reinforced layered soil. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 138(3), 376–384. El Sawwaf, M., & Nazir, A. (2012). Behavior of eccentrically loaded small-scale ring footings resting on reinforced layered soil. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 138(3), 376–384.
Zurück zum Zitat Hashim et al. (2013). Experimental Investigation of the Bearing Pressure for Circular and Ring Footings on Sand. Tikrit Journal of Engineering Sciences, 20(3), 64–74. Hashim et al. (2013). Experimental Investigation of the Bearing Pressure for Circular and Ring Footings on Sand. Tikrit Journal of Engineering Sciences, 20(3), 64–74.
Zurück zum Zitat Nikhil John, K., & Asha, N. P. (2013). Behaviour of small scale ring footing resting on geotextile reinforced soil. Proceedings of Indian Geotechnical Conference, 2013 (pp. 1–8). Nikhil John, K., & Asha, N. P. (2013). Behaviour of small scale ring footing resting on geotextile reinforced soil. Proceedings of Indian Geotechnical Conference, 2013 (pp. 1–8).
Zurück zum Zitat Tafreshi, S. N., & Dawson, A. R. (2015). Repeated load response of square footings on geocell reinforced soil: Comparing use of single and multiple layered geocells. World Congress on Engineering Education 2015. Tafreshi, S. N., & Dawson, A. R. (2015). Repeated load response of square footings on geocell reinforced soil: Comparing use of single and multiple layered geocells. World Congress on Engineering Education 2015.
Metadaten
Titel
Static and Incremental Cyclic Loading of Ring and Circular Footings on Coir Geocell-Reinforced Sand
verfasst von
Afi R. Sudhakar
M. N. Sandeep
Copyright-Jahr
2019
Verlag
Springer Singapore
DOI
https://doi.org/10.1007/978-981-13-0368-5_8