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              <p>In this paper, numerical and analytical methods are used to evaluate the ultimate  pullout capacity of a group of square anchor plates in row or square configurations,  installed horizontally in dense sand. The elasto-plastic numerical study of square  anchor plates is carried out using three-dimensional finite-element analysis. The soil  is modeled by an elasto-plastic model with a Mohr-Coulomb yield criterion. An analytical method based on a simplified three-dimensional failure mechanism is developed in this study. The interference effect is evaluated by group efficiency η,  defined as the ratio of the ultimate pullout capacity of group of N anchor plates to that  of a single isolated plate multiplied by number of plates. The variation of the group efficiency η was computed with respect to change in the spacing between plates.</p>
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