Rao, KSS and Kumar, Jyant (1994) Vertical uplift capacity of horizontal anchors. In: Journal of Geotechnical and Geoenvironmental Engineering, 120 (7). 1134-1147 .
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The method of characteristics coupled with a log-spiral failure surface was used to develop a theory for vertical uplift capacity of shallow horizontal strip anchors in a general c-phi soil. Uplift-capacity factors F(c), F(q) and F(gamma), for the effects of cohesion, surcharge, and density, respectively, have been established as functions of embedment ratio lambda and angle of friction phi. The extent of the failure surface at the ground has also been determined. Comparisons made with existing test results support the predictive capability of the theory, and comparisons with the analysis proposed by Meyerhof and Adams show the proposed analysis provides slightly more conservative predictions of pullout capacity.
|Item Type:||Journal Article|
|Additional Information:||Copyright of this artical belongs to American society of civil engineers.|
|Department/Centre:||Division of Mechanical Sciences > Civil Engineering|
|Date Deposited:||16 Apr 2011 11:47|
|Last Modified:||16 Apr 2011 11:47|
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