Effect of Placement of Footing on Stability of Slope

Authors

  • Dr. Sunil S. Pusadkar 1 Associate Professor Department of Civil Engineering, Government College of Engineering, Amravati, Maharashtra, India
  • Ram S. Wanare Assistant Professor Department of Civil Engineering, Prof. Ram Meghe Institute of Technology and Research, Badnera

Keywords:

stability of slope, footings, PLAXIS 2D, udl, crest

Abstract

- Due to land limitations and increase in population, peoples are utilizing slopes (natural or manmade) for construction
purpose. In such situation, when construction is carried out on slope without analyzing the stability and bearing capacity, slope
may result in failure. The present scenario at Uttarakhand in India is one of the examples of slope failure. Many people lost their
lives and property in Uttarakhand disaster. Footings of bridges abutments, foundations near to excavations, retaining walls and
electric transmission towers built on mountain slopes are the obvious examples of footing on slope. In this paper focus is made on
analyzing the slope for different locations of footing, and loading conditions. Analysis indicated that any stable slope may become
unstable if new construction activity was carried out near as well as on the slope. The slopes were found to be stable for gi ven soil
condition and slope up to certain load, beyond which it becomes unstable. The stability of slope was found to be maximum when
load was placed at middle of slope.

Published

2014-08-25

How to Cite

Dr. Sunil S. Pusadkar, & Ram S. Wanare. (2014). Effect of Placement of Footing on Stability of Slope. International Journal of Advance Engineering and Research Development (IJAERD), 1(8), 130–139. Retrieved from https://ijaerd.org/index.php/IJAERD/article/view/199