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Paper Title
Analytical Solution for Ultimate bearing capacity of strip footing seated on inclined backfill
  Samirsinh P Parmar

With the increase in infrastructure facilities in hilly regions on earth, simultaneous construction of buildings started. Low height residential and commercial buildings preferred shallow foundations. Footings rested on inclined ground is totally different then it is rested on flat surface. Meyerhof first proposed analytical solutions for footing rested on inclined ground, which is further extended by various researchers. In this paper, analytical solution have been developed for obtaining the ultimate bearing capacity of a footing on slope. Rankine’s earth pressure theory was used to perform the one-sided equilibrium analysis. The results have been presented for different values of slope angles for the c-φ soil. Analytical results have been compared to the Meyerhof’s theoretical solution that determined the ultimate bearing capacity of a shallow foundation located on the face of a slope.

Keywords- Footing on inclined slope, Analytical method, Meyerhof theory, Slope angle β, C-Ø soil, Ø –soil.
Publication Details
Unique Identification Number - IJEDR1802130
Page Number(s) - 701-708
Pubished in - Volume 6 | Issue 2 | June 2018
DOI (Digital Object Identifier) -   
Publisher - IJEDR (ISSN - 2321-9939)
Cite this Article
  Samirsinh P Parmar,   "Analytical Solution for Ultimate bearing capacity of strip footing seated on inclined backfill", International Journal of Engineering Development and Research (IJEDR), ISSN:2321-9939, Volume.6, Issue 2, pp.701-708, June 2018, Available at :http://www.ijedr.org/papers/IJEDR1802130.pdf
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