Settlement of Ring Footing Resting on Geocell Reinforced Sandy Soil under Cyclic Load

Mohammed Y. Fattah; Mohammed A. Al-Neami; Sadan A. Mohammed

doi:10.1051/e3sconf/202131801003

All issues

Volume 318 (2021)

E3S Web Conf., 318 (2021) 01003

References

Open Access

Issue		E3S Web Conf. Volume 318, 2021 Second International Conference on Geotechnical Engineering – Iraq (ICGE 2021)


Article Number		01003
Number of page(s)		12
Section		Developments in Geotechnical Engineering
DOI		https://doi.org/10.1051/e3sconf/202131801003
Published online		08 November 2021

Binquet, J. and Lee, K.L., 1975. Bearing capacity tests on reinforced earth slabs. Journal of the geotechnical Engineering Division, 101(12), pp.1241–1255. [Google Scholar]
Fischer, K., 1957. Zur Berechnungdersetzung Von undamenten in derformeiner Kreisformigen Ring flache. Der Bauingenieur, 32, 172–174 (in German). [Google Scholar]
Egorov, K.E., 1965. Calculation of bed for foundation with ring footing. Proceedings of the Sixth International Conference on Soil Mechanical Foundation of Engineers, 2, 41–45. [Google Scholar]
Bowles, J.E. 1977. Foundation analysis and design. 5th Edition. McGraw-Hill. [Google Scholar]
Rajagopal, K., Krishnaswamy, N.R. and Latha, G.M., 1999. Behaviour of sand confined with single and multiple geocells. Geotextiles and Geomembranes, 17(3), pp.171–184. [Google Scholar]
Hataf, N., and Razavi, M.R., 2003. Behavior of ring footing on sand. Iranian Journal of Science and Technology, Transaction B, 27, 47–56. [Google Scholar]
Sudhakar, A.R. and Sandeep, M.N., 2016. Incremental cyclic loading on ring and circular footing resting on geocell reinforced sandy soil. International Journal of Advance Research, 3, pp.52–56. [Google Scholar]
American Society of Testing and Materials, ASTM, 2006. Standard test method for specific gravity of soil solids by water pycnometer" ASTM D854, West Conshohocken, Pennsylvania, USA. [Google Scholar]
American Society of Testing and Materials, ASTM., 2006. Standard test method for particle size-analysis of soils. ASTM D422-02, West Conshohocken, Pennsylvania, USA. [Google Scholar]
American Society of Testing and Materials, ASTM., 2006. Standard test method for classification of soils for engineering purposes (Unified Soil Classification System). ASTM D2487-06, West Conshohocken, Pennsylvania, USA. [Google Scholar]
American Society of Testing and Materials, ASTM., 2006. Standard test method for maximum index density and unit weight of soils using a vibratory table. ASTM D4253-06, West Conshohocken, Pennsylvania, USA. [Google Scholar]
American Society of Testing and Materials, ASTM., 2006. Standard test method for minimum index density and unit weight of soils and calculation of relative density. ASTM D4254-06, West Conshohocken, Pennsylvania, USA. [Google Scholar]
American Society of Testing and Materials, ASTM., 2006. Standard test method for direct shear test of soils under consolidated drained conditions. ASTM D3080-06, West Conshohocken, Pennsylvania, USA. [Google Scholar]
American Society of Testing and Materials, ASTM., 2008. Standard test method for determining tensile properties of geogrids by the single or multi-rib tensile method. ASTM D6637, West Conshohocken, Pennsylvania, USA. [Google Scholar]
Tawfiq, H.H., 2017. Effect of uncertainties of sandy soil shear strength parameters on the reliability of foundations under cyclic loading. M.Sc. Thesis, Building and Construction Engineering Department, University of Technology, Iraq. [Google Scholar]
Dash, S.K., Biswas, A., and Krishna, A.M., 2012. Parameters influencing the performance of geocell- reinforced foundation system—proceedings of Indian Geotechnical Conference, Delhi. [Google Scholar]
Terzaghi, K., 1943. Theoretical Soil Mechanic, John Wiley and Sons, New York. [Google Scholar]
Hansen, J.B., 1970. A revised and extended formula for bearing capacity. Bulletin of Danish Geotechnical Institutes, 28, 5–11. [Google Scholar]
Tafreshi, S.M. and Dawson, A.R., 2010. Comparison of bearing capacity of a strip footing on sand with geocell and with planar forms of geotextile reinforcement. Geotextiles and Geomembranes, 28(1), pp.72–84. [Google Scholar]
Dixit, M.S. and Patil, K.A., 2010. Study of effect of different parameters on bearing capacity of soil. Indian Geotechnical Society, GEOTID, pp.431–005. [Google Scholar]
Fattah, M.Y., Karim, H.H. and Al-Qazzaz, H.H., 2017. Cyclic behavior of footings on dry sand under different rates of loading. International Journal of Construction Engineering and Management, 6(6), pp.240–253. [Google Scholar]
Asakereh, A., Ghazavi, M. and Tafreshi, S.M., 2013. Cyclic response of footing on geogrid-reinforced sand with void. Soils and foundations, 53(3), pp.363–374. [Google Scholar]

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[1] Binquet, J. and Lee, K.L., 1975. Bearing capacity tests on reinforced earth slabs. Journal of the geotechnical Engineering Division, 101(12), pp.1241–1255. [Google Scholar]

[2] Fischer, K., 1957. Zur Berechnungdersetzung Von undamenten in derformeiner Kreisformigen Ring flache. Der Bauingenieur, 32, 172–174 (in German). [Google Scholar]

[3] Egorov, K.E., 1965. Calculation of bed for foundation with ring footing. Proceedings of the Sixth International Conference on Soil Mechanical Foundation of Engineers, 2, 41–45. [Google Scholar]

[4] Bowles, J.E. 1977. Foundation analysis and design. 5th Edition. McGraw-Hill. [Google Scholar]

[5] Rajagopal, K., Krishnaswamy, N.R. and Latha, G.M., 1999. Behaviour of sand confined with single and multiple geocells. Geotextiles and Geomembranes, 17(3), pp.171–184. [Google Scholar]

[6] Hataf, N., and Razavi, M.R., 2003. Behavior of ring footing on sand. Iranian Journal of Science and Technology, Transaction B, 27, 47–56. [Google Scholar]

[7] Sudhakar, A.R. and Sandeep, M.N., 2016. Incremental cyclic loading on ring and circular footing resting on geocell reinforced sandy soil. International Journal of Advance Research, 3, pp.52–56. [Google Scholar]

[8] American Society of Testing and Materials, ASTM, 2006. Standard test method for specific gravity of soil solids by water pycnometer" ASTM D854, West Conshohocken, Pennsylvania, USA. [Google Scholar]

[9] American Society of Testing and Materials, ASTM., 2006. Standard test method for particle size-analysis of soils. ASTM D422-02, West Conshohocken, Pennsylvania, USA. [Google Scholar]

[10] American Society of Testing and Materials, ASTM., 2006. Standard test method for classification of soils for engineering purposes (Unified Soil Classification System). ASTM D2487-06, West Conshohocken, Pennsylvania, USA. [Google Scholar]

[11] American Society of Testing and Materials, ASTM., 2006. Standard test method for maximum index density and unit weight of soils using a vibratory table. ASTM D4253-06, West Conshohocken, Pennsylvania, USA. [Google Scholar]

[12] American Society of Testing and Materials, ASTM., 2006. Standard test method for minimum index density and unit weight of soils and calculation of relative density. ASTM D4254-06, West Conshohocken, Pennsylvania, USA. [Google Scholar]

[13] American Society of Testing and Materials, ASTM., 2006. Standard test method for direct shear test of soils under consolidated drained conditions. ASTM D3080-06, West Conshohocken, Pennsylvania, USA. [Google Scholar]

[14] American Society of Testing and Materials, ASTM., 2008. Standard test method for determining tensile properties of geogrids by the single or multi-rib tensile method. ASTM D6637, West Conshohocken, Pennsylvania, USA. [Google Scholar]

[15] Tawfiq, H.H., 2017. Effect of uncertainties of sandy soil shear strength parameters on the reliability of foundations under cyclic loading. M.Sc. Thesis, Building and Construction Engineering Department, University of Technology, Iraq. [Google Scholar]

[16] Dash, S.K., Biswas, A., and Krishna, A.M., 2012. Parameters influencing the performance of geocell- reinforced foundation system—proceedings of Indian Geotechnical Conference, Delhi. [Google Scholar]

[17] Terzaghi, K., 1943. Theoretical Soil Mechanic, John Wiley and Sons, New York. [Google Scholar]

[18] Hansen, J.B., 1970. A revised and extended formula for bearing capacity. Bulletin of Danish Geotechnical Institutes, 28, 5–11. [Google Scholar]

[19] Tafreshi, S.M. and Dawson, A.R., 2010. Comparison of bearing capacity of a strip footing on sand with geocell and with planar forms of geotextile reinforcement. Geotextiles and Geomembranes, 28(1), pp.72–84. [Google Scholar]

[20] Dixit, M.S. and Patil, K.A., 2010. Study of effect of different parameters on bearing capacity of soil. Indian Geotechnical Society, GEOTID, pp.431–005. [Google Scholar]

[21] Fattah, M.Y., Karim, H.H. and Al-Qazzaz, H.H., 2017. Cyclic behavior of footings on dry sand under different rates of loading. International Journal of Construction Engineering and Management, 6(6), pp.240–253. [Google Scholar]

[22] Asakereh, A., Ghazavi, M. and Tafreshi, S.M., 2013. Cyclic response of footing on geogrid-reinforced sand with void. Soils and foundations, 53(3), pp.363–374. [Google Scholar]