Slope Stability Analysis for Proposed Footing Construction Seated on Sloppy Ground

Authors

  • Tirumala Deepika
  • . .

DOI:

https://doi.org/10.14419/ijet.v7i3.35.29142

Published:

2018-09-02

Keywords:

slope stability, anchors, factor of safety, forces bearing capacity

Abstract

Slope failures are one of the common phenomena in the Geotechnical failures. Thus it is needed to arrest the failure through proper mechanism.  Considering this as a scope the present study is oriented to address the analysis of sloppy site where the proposed building foundation to be constructed with different slopes as a natural construction site. The stability is checked and the anchors are used to improve the stability aspect of slope. The study found that the homogeneous soil slope is improved its safety under the usage of anchors.

 

 

References

[1] Castelli F. and Lentini V. (2012) Evaluation of the bearing capacity of footings on slopes. International Journal of Physical Modelling in Geotechnics, Vol. 12, No. 3, pp 112 –118.

[2] Kumar, J. and Ghosh, P., (2006) Seismic bearing capacity for embedded footings on sloping groundâ€. Géotechnique, Vol. 56, No. 2, , pp 133 -140.

[3] Meyerhof, G. G. (1957) The Ultimate Bearing Capacity of Foundation on Slopes, Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering, Vol.3, pp. 384-386

[4] Chen Y.C (1996). Bearing capacity of strip footings near sloping ground during earthquakes, Proc. of 11World Conference on Earthquake Engineering.

[5] Braja M Das (1990). Earth Anchors. Elsevier.

[6] Michalowski, R.L. (1989) Three dimensional analysis of locally loaded slope. Geotechnique, Vol. 39, No. 1, 27–38. Sarma S.K. And.

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How to Cite

Deepika, T., & ., . (2018). Slope Stability Analysis for Proposed Footing Construction Seated on Sloppy Ground. International Journal of Engineering & Technology, 7(3.35), 30–31. https://doi.org/10.14419/ijet.v7i3.35.29142

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Received 2019-05-03
Accepted 2019-05-03
Published 2018-09-02