Footings on sloped fills : influence of a soil reinforcement layer
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This research focusses on an illustrative example of the performance of a model footing which is located on a sloped fill, in particular, the sloped fill containing a geogrid type reinforcing layer. A series of experimental investigations are conducted to determine the effectiveness of the geogrid in improving the performance of the sloped fill.The results of the model studies show that the load carrying capacity of a sloped fill structure can be increased by over 5 0 % , by incorporating a Tensar SS2 Geogrid reinforcement at a depth of between 0.5 and 0.9 times the width of foundation. Certain preliminary finite element studies are also conducted using a scheme which accomodates the nonlinear response of the soil. The results of these numerical studies also show similar trends. Experimental results indicate that the use of geogrid reinforcement at the above depth can also increase the initial stiffness of the sloped fill by over 30 % . Five different types of geogrids were used in the experimental studies. The experimental studies further suggest that the strain gauge instrumentation is well suited for laboratory investigations.
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This work is available on request. You can request a copy at https://library.carleton.ca/forms/request-pdf-copy-thesis
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Copyright © 1988 the author(s). Theses may be used for non-commercial research, educational, or related academic purposes only. Such uses include personal study, research, scholarship, and teaching. Theses may only be shared by linking to Carleton University Institutional Repository and no part may be used without proper attribution to the author. No part may be used for commercial purposes directly or indirectly via a for-profit platform; no adaptation or derivative works are permitted without consent from the copyright owner.
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- 1988
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