Rajashree, SS and Sundaravadivelu, R (2000) Gap model of one-way cyclic lateral load on vertical files in soft clay. In: Geoshore International Conference on Offshore and Nearshore Geotechnical Engineering, DEC 02-03, 1999, Panvel, India.Full text not available from this repository.
For the analysis and design of pile foundation used for coastal structures the prediction of cyclic response, which is influenced by the nonlinear behavior, gap (pile soil separation) and degradation (reduction in strength) of soil becomes necessary. To study the effect of the above parameters a nonlinear cyclic load analysis program using finite element method is developed, incorporating the proposed gap and degradation model and adopting an incremental-iterative procedure. The pile is idealized using beam elements and the soil by number of elastoplastic sub-element springs at each node. The effect of gap and degradation on the load-deflection behavior. elasto-plastic sub-element and resistance of the soil at ground-line have been clearly depicted in this paper.
|Item Type:||Conference Paper|
|Additional Information:||Copyright of this article belongs to A A Balkema.|
|Department/Centre:||Division of Mechanical Sciences > Civil Engineering|
|Date Deposited:||12 Apr 2012 07:58|
|Last Modified:||12 Apr 2012 07:58|
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