The Impact of the Depth and Type of Soil Granulation Above the Bearing Capacity of the Ring Footing

Saeid Azmoodeh; Nasser Arafati

doi:doi:10.11648/j.ajce.s.2015030202.25

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The Impact of the Depth and Type of Soil Granulation Above the Bearing Capacity of the Ring Footing

Saeid Azmoodeh, Nasser Arafati

Received: 4 November 2015 Accepted: 5 November 2015 Published: 14 December 2015

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Abstract

Obtaining bearing capacity of the footing is among the factors influencing the footings design. In this paper, the study of the type and depth impact of the soil granulation above the bearing capacity of the ring footing through the assistance of FLAC software is conducted. The failure criterion intended for the soil is Mohr-Coulomb. The study of the bearing capacity of ring footing of ten thousand cubic meter of Mazut tank of Mashhad Cement Company on three types of soil, topsoil, clay and sand has been carried out. The results indicate that the loading capacity increases by granularity becoming coarser due to the increase of the contact area of the granulation and the increase of friction and the soil structure stability. Also the less the poorer soil depth (in terms of granularity) is, the more limited subsidence is, hence the bearing capacity increases.

DOI	10.11648/j.ajce.s.2015030202.25
Published in	American Journal of Civil Engineering (Volume 3, Issue 2-2, March 2015) This article belongs to the Special Issue Research and Practices of Civil Engineering in Developing Countries
Page(s)	75-79
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Ring Footing, Bearing Capacity, Tank, Type of the Soil, FLAC Software

References

[1]	Tahoni SH.(2011).His translation of the book Principles of Geotechnical Engineering Braja M. Das, pp.150-153.
[2]	Boushehrian JH, Hataf N (2002). Expermental and numerical investigation of the bearing capacity of model circular and ring footing on reinforced sand. Geotext Geomemberanes 2003; 21: 241-56.
[3]	Hataf, N, Razavi, MR, (2003) Behavior of ring footing on sand. Iranian Journal of science and Technology, Transaction B, vol. 27, pp.47-56.
[4]	Ohri, M.L, Purhit, D.G.M, Dubey, M.L, (1997). Behavior of ring footing on dune sand overlaying dense sand. Pres In ternational conference of civil Engineers, Tehran, Iran. p.4-6.
[5]	Fisher, K.(1957).Zur Berechnung der setzung von foundame- nten in der form einer kreisformigen ringflache.Der Bauingenieur, vol. 32, No.5. German, pp.172-174.
[6]	Egorov, K.E. (1965). Caclculation of bed for foundation with ring footing. Proceedings of the sixth International Conference on soil mechanical foundation of engineers. Vol.2, Montreal, pp. 41-43.
[7]	KumarJ, Ghosh P. Bearing capacity factor Nc for ring footings using the method of characterishtics. Can Geotech J (2005); 40(3): 1474-84.
[8]	Terzaghi K. Teoretical soil mechanics. New York: John Wiley and Sons; (1943). 1256-62.
[9]	Zhao L. and Wang, J.H. (2007), Vertical bearing capacity for ring footing, Computers and Geotechnical 35 (2009) 292-304.
[10]	Zamirian S. (2012), The book modeling and analysis of soil and rock structures in FLAC, Siavash mind. p.123-148.

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APA Style

Saeid Azmoodeh, Nasser Arafati. (2015). The Impact of the Depth and Type of Soil Granulation Above the Bearing Capacity of the Ring Footing. American Journal of Civil Engineering, 3(2-2), 75-79. https://doi.org/10.11648/j.ajce.s.2015030202.25

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ACS Style

Saeid Azmoodeh; Nasser Arafati. The Impact of the Depth and Type of Soil Granulation Above the Bearing Capacity of the Ring Footing. Am. J. Civ. Eng. 2015, 3(2-2), 75-79. doi: 10.11648/j.ajce.s.2015030202.25

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AMA Style

Saeid Azmoodeh, Nasser Arafati. The Impact of the Depth and Type of Soil Granulation Above the Bearing Capacity of the Ring Footing. Am J Civ Eng. 2015;3(2-2):75-79. doi: 10.11648/j.ajce.s.2015030202.25

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@article{10.11648/j.ajce.s.2015030202.25,
  author = {Saeid Azmoodeh and Nasser Arafati},
  title = {The Impact of the Depth and Type of Soil Granulation Above the Bearing Capacity of the Ring Footing},
  journal = {American Journal of Civil Engineering},
  volume = {3},
  number = {2-2},
  pages = {75-79},
  doi = {10.11648/j.ajce.s.2015030202.25},
  url = {https://doi.org/10.11648/j.ajce.s.2015030202.25},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.s.2015030202.25},
  abstract = {Obtaining bearing capacity of the footing is among the factors influencing the footings design. In this paper, the study of the type and depth impact of the soil granulation above the bearing capacity of the ring footing through the assistance of FLAC software is conducted. The failure criterion intended for the soil is Mohr-Coulomb. The study of the bearing capacity of ring footing of ten thousand cubic meter of Mazut tank of Mashhad Cement Company on three types of soil, topsoil, clay and sand has been carried out. The results indicate that the loading capacity increases by granularity becoming coarser due to the increase of the contact area of the granulation and the increase of friction and the soil structure stability. Also the less the poorer soil depth (in terms of granularity) is, the more limited subsidence is, hence the bearing capacity increases.},
 year = {2015}
}

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TY  - JOUR
T1  - The Impact of the Depth and Type of Soil Granulation Above the Bearing Capacity of the Ring Footing
AU  - Saeid Azmoodeh
AU  - Nasser Arafati
Y1  - 2015/12/14
PY  - 2015
N1  - https://doi.org/10.11648/j.ajce.s.2015030202.25
DO  - 10.11648/j.ajce.s.2015030202.25
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 75
EP  - 79
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.s.2015030202.25
AB  - Obtaining bearing capacity of the footing is among the factors influencing the footings design. In this paper, the study of the type and depth impact of the soil granulation above the bearing capacity of the ring footing through the assistance of FLAC software is conducted. The failure criterion intended for the soil is Mohr-Coulomb. The study of the bearing capacity of ring footing of ten thousand cubic meter of Mazut tank of Mashhad Cement Company on three types of soil, topsoil, clay and sand has been carried out. The results indicate that the loading capacity increases by granularity becoming coarser due to the increase of the contact area of the granulation and the increase of friction and the soil structure stability. Also the less the poorer soil depth (in terms of granularity) is, the more limited subsidence is, hence the bearing capacity increases.
VL  - 3
IS  - 2-2
ER  -

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Author Information

Saeid Azmoodeh

Department of Civil Engineering, Tafresh University, Tafresh, Iran
Nasser Arafati

Department of Civil Engineering, Tafresh University, Tafresh, Iran

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APA Style

Saeid Azmoodeh, Nasser Arafati. (2015). The Impact of the Depth and Type of Soil Granulation Above the Bearing Capacity of the Ring Footing. American Journal of Civil Engineering, 3(2-2), 75-79. https://doi.org/10.11648/j.ajce.s.2015030202.25

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ACS Style

Saeid Azmoodeh; Nasser Arafati. The Impact of the Depth and Type of Soil Granulation Above the Bearing Capacity of the Ring Footing. Am. J. Civ. Eng. 2015, 3(2-2), 75-79. doi: 10.11648/j.ajce.s.2015030202.25

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AMA Style

Saeid Azmoodeh, Nasser Arafati. The Impact of the Depth and Type of Soil Granulation Above the Bearing Capacity of the Ring Footing. Am J Civ Eng. 2015;3(2-2):75-79. doi: 10.11648/j.ajce.s.2015030202.25

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@article{10.11648/j.ajce.s.2015030202.25,
  author = {Saeid Azmoodeh and Nasser Arafati},
  title = {The Impact of the Depth and Type of Soil Granulation Above the Bearing Capacity of the Ring Footing},
  journal = {American Journal of Civil Engineering},
  volume = {3},
  number = {2-2},
  pages = {75-79},
  doi = {10.11648/j.ajce.s.2015030202.25},
  url = {https://doi.org/10.11648/j.ajce.s.2015030202.25},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.s.2015030202.25},
  abstract = {Obtaining bearing capacity of the footing is among the factors influencing the footings design. In this paper, the study of the type and depth impact of the soil granulation above the bearing capacity of the ring footing through the assistance of FLAC software is conducted. The failure criterion intended for the soil is Mohr-Coulomb. The study of the bearing capacity of ring footing of ten thousand cubic meter of Mazut tank of Mashhad Cement Company on three types of soil, topsoil, clay and sand has been carried out. The results indicate that the loading capacity increases by granularity becoming coarser due to the increase of the contact area of the granulation and the increase of friction and the soil structure stability. Also the less the poorer soil depth (in terms of granularity) is, the more limited subsidence is, hence the bearing capacity increases.},
 year = {2015}
}

Copy | Download

TY  - JOUR
T1  - The Impact of the Depth and Type of Soil Granulation Above the Bearing Capacity of the Ring Footing
AU  - Saeid Azmoodeh
AU  - Nasser Arafati
Y1  - 2015/12/14
PY  - 2015
N1  - https://doi.org/10.11648/j.ajce.s.2015030202.25
DO  - 10.11648/j.ajce.s.2015030202.25
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 75
EP  - 79
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.s.2015030202.25
AB  - Obtaining bearing capacity of the footing is among the factors influencing the footings design. In this paper, the study of the type and depth impact of the soil granulation above the bearing capacity of the ring footing through the assistance of FLAC software is conducted. The failure criterion intended for the soil is Mohr-Coulomb. The study of the bearing capacity of ring footing of ten thousand cubic meter of Mazut tank of Mashhad Cement Company on three types of soil, topsoil, clay and sand has been carried out. The results indicate that the loading capacity increases by granularity becoming coarser due to the increase of the contact area of the granulation and the increase of friction and the soil structure stability. Also the less the poorer soil depth (in terms of granularity) is, the more limited subsidence is, hence the bearing capacity increases.
VL  - 3
IS  - 2-2
ER  -

Copy | Download