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Interaction of Closely Spaced Shallow Foundations on Sands and Clays: A review
( Vol-5,Issue-9,September 2018 )
Author(s):

Mohammed F Alwalan

Keywords:

Ultimate bearing,Clay, Interference footing,Interaction, Multiple footings, Offshore, Sand, Settlement, Shallow foundations, Skirted foundations, Tilt.

Abstract:

The evaluation of the static interaction of closely spaced footings and its influence in the overall bearing capacity and settlement on sand and clay soils is addressed in this review. The work is accomplished through a comprehensive look into all relevant literature regarding the interaction of sallow foundations, assessments are made, and conclusions are drawn which will ultimately be relevant to future endeavors associated with the design and the evaluation of closely spaced shallow foundations in terms of determining the optimal spacing between footings, enhancing bearing capacity, and controlling deformation. Furthermore, the work is divided to three major approaches: theoretical studies, experimental or field tests, and numerical analysis. Each have been discussed thoroughly in details, with indicating the shortcomings of previous studies and where each approach has reached. The result of this review has showed that nearly all previous research studies explored the effect of the interaction of closely spaced shallow foundations on the bearing capacity at the ultimate failure compared to the settlement behavior which is for some reason not addressed profoundly,even though it is more critical than bearing capacity. Additionally, current regulations and codes have not devoted a major effort toward addressing the influence of closely spaced shallow foundations appropriately, especially today,where the limitation of a site and the placing of footings close together in order to accommodate structural details are becoming a more common issue.

ijaers doi crossref DOI:

10.22161/ijaers.5.9.11

Paper Statistics:
  • Total View : 63
  • Downloads : 22
  • Page No: 101-110
Cite this Article:
MLA
Mohammed F Alwalan et al ."Interaction of Closely Spaced Shallow Foundations on Sands and Clays: A review ". International Journal of Advanced Engineering Research and Science(ISSN : 2349-6495(P) | 2456-1908(O)),vol 5, no. 9, 2018, pp.101-110 AI Publications, doi:10.22161/ijaers.5.9.11
APA
Mohammed F Alwalan(2018).Interaction of Closely Spaced Shallow Foundations on Sands and Clays: A review . International Journal of Advanced Engineering Research and Science(ISSN : 2349-6495(P) | 2456-1908(O)),5(9), 101-110. http://dx.doi.org/10.22161/ijaers.5.9.11
Chicago
Mohammed F Alwalan. 2018,"Interaction of Closely Spaced Shallow Foundations on Sands and Clays: A review ". International Journal of Advanced Engineering Research and Science(ISSN : 2349-6495(P) | 2456-1908(O)).5(9):101-110. Doi: 10.22161/ijaers.5.9.11
Harvard
Mohammed F Alwalan. 2018,Interaction of Closely Spaced Shallow Foundations on Sands and Clays: A review , International Journal of Advanced Engineering Research and Science(ISSN : 2349-6495(P) | 2456-1908(O)).5(9), pp:101-110
IEEE
Mohammed F Alwalan."Interaction of Closely Spaced Shallow Foundations on Sands and Clays: A review ", International Journal of Advanced Engineering Research and Science(ISSN : 2349-6495(P) | 2456-1908(O)),vol.5,no. 9, pp.101-110,2018.
Bibtex
@article {mohammedfalwalan2018interaction,
title={Interaction of Closely Spaced Shallow Foundations on Sands and Clays: A review },
author={Mohammed F Alwalan},
journal={International Journal of Advanced Engineering Research and Science},
volume={5},
year= {2018},
}
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References:

[1] Amir, A. (1992). Interference effect on the behaviour of footings. A thesis for PHD. University of Roorkee -267-667 (INDIA).
[2] Das, B. M., and Larbi-Cherif, S. (1983). “Bearing capacity of two closely-spaced shallow foundations on sand.” Soils Found.,23(1),1–7.
[3] Fisher, R., and Cathie, D. (2003). Optimization of gravity-based design for subsea applications. Proc., Int. Conf. on Foundations (ICOF), Dundee, Scotland.
[4] Griffiths, D. V., Fenton, G. A., &Manoharan, N. (2006). Undrained bearing capacity of two-strip footings on spatially random soil. International Journal of Geomechanics, 6(6), 421-427.
[5] Graham J, Raymond GP, Suppiah A (1984) Bearing capacity of three closely spaced footings on sand. Geotechnique 34(2):173–182.
[6] Ghosh, P., Rajesh, S., & Chand, J. S. (2017). Linear and nonlinear elastic analysis of closely spaced strip foundations using Pasternak model. Frontiers of Structural and Civil Engineering, 11(2), 228-243.
[7] Ghosh, P., & Sharma, A. (2010). Interference effect of two nearby strip footings on layered soil: theory of elasticity approach. Acta geotechnical, 5(3), 189-198.
[8] Gourvenec, S., & Jensen, K. (2009). Effect of embedment and spacing of cojoined skirted foundation systems on undrained limit states under general loading. International Journal of Geomechanics, 9(6), 267-279.
[9] Gourvenec, S., &Steinepreis, M. (2007). Undrained limit states of shallow foundations acting in consort. International Journal of Geomechanics, 7(3), 194-205.
[10] Kumar, J., & Bhattacharya, P. (2013). Bearing capacity of two interfering strip footings from lower bound finite elements limit analysis. International Journal for Numerical and Analytical Methods in Geomechanics, 37(5), 441-452.
[11] Kumar J, Ghosh P (2007) Ultimate bearing capacity of two interfering rough strip footings. Int J Geomechanics, ASCE 7(1):53–62.
[12] Lee, J., &Eun, J. (2009). Estimation of bearing capacity for multiple footings in sand. Computers and geotechnics, 36(6), 1000-1008.
[13] Lee, J., Eun, J., Prezzi, M. and Salgado, R. (2010). Settlement Estimation of Multiple Footings in Sands. Proceedings of 2nd International Symposium on Cone Penetration Testing, CPT’10, Huntington Beach, CA, USA.
[14] Mabrouki, A., Benmeddour, D., Frank, R., &Mellas, M. (2010). Numerical study of the bearing capacity for two interfering strip footings on sands. Computers and Geotechnics, 37(4), 431-439.
[15] Naderi E. and Hataf N. 2014. Model testing and numerical investigation of interference effect of closely spaced ring and circular footings on reinforced sand. Geotextiles and Geomembranes. 42(3), 191-200.
[16] Nainegali, L. S., Basudhar, P. K., & Ghosh, P. (2013a). Interference of two asymmetric closely spaced strip footings resting on nonhomogeneous and linearly elastic soil bed. International Journal of Geomechanics, 13(6), 840-851.
[17] Nainegali, L., &Ekbote, A. G. (2016). “Interference of Two Nearby Footings Resting on Clay Medium.” Indian Geotechnical Conference IGC2016 15-17. IIT Madras, Chennai, India.
[18] Nainegali L.S. Ghosh P. and Basudhar P.K. (2013b). Interaction of nearby strip footings under inclined loading. In Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris. 58-66.
[19] Reddy, E. S., Borzooei, S., & Reddy, G. N. (2012). Interference between adjacent footings on sand. International Journal of Advanced Engineering Research and Studies, 1(4), 95-8.
[20] Selvadurai, A. and Rabbaa, S. (1983). “some experimental studies concerning the contact stress beneath interfering rigid strip foundations resting on a granular stratum.” Can. Geotech. J.20, 406-415.
[21] Stuart JG (1962) Interference between foundations, with special reference to surface footings in sand. Geotechnique 12(1):15–22.
[22] Shahein, M., &Hefdhallah, A. (2010). Effect of Neighboring Footings on Single Footing Settlement. International Conference on Case Histories in Geotechnical Engineering.
[23] Stergiou, T., Terzis, D., & Georgiadis, K. (2015). Undrained bearing capacity of tripod skirted foundations under eccentric loading. geotechnik, 38(1), 17-27.
[24] Srinivasan, V., & Ghosh, P. (2011). Interaction problem of circular footings on homogeneous soil deposit. In Proceedings of Indian Geotechnical Conference (pp. 823-826).
[25] Srinivasan, V., & Ghosh, P. (2013). Experimental investigation on interaction problem of two nearby circular footings on layered cohesionless soil. Geomechanics and Geoengineering, 8(2), 97-106.
[26] Verma, G. A., and S. Saran. “Interference Effect on the Behavior of Footings. “International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, vol. 27, no. 2, 1990, pp. A110–A110.
[27] West JM, Stuart JG (1965) Oblique loading resulting from interference between surface footings on sand. Proc 6th Int. Conf. Soil Mech Found Eng., Montreal 2:214–217.