Numerical Investigation of Anchor Plates in Layered Soil

BUSE, EMIRLER, and MUSTAFA, LAMAN, and SELÇUK, BILDIK (2014) Numerical Investigation of Anchor Plates in Layered Soil. In: Second International Conference on Advances In Civil, Structural and Environmental Engineering- ACSEE 2014, 25 - 26 October 2014, Zurich, Switzerland.

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Abstract

This paper presents the results of numerical analyses of the uplift capacity of square anchor plates in layered soil. Many factors, such as the effects of the embedment ratio of anchors (H/B), the thickness of granular fill layer (d1/d2) and the area ratio of fill have been investigated by finite element method (FEM). The numerical analyses performed by using PLAXIS 3D. The influence of these parameters on failure mechanism and the uplift capacity of anchor is discussed.

Item Type: Conference or Workshop Item (Paper)
Uncontrolled Keywords: uplift behavior, layered soil, embedment ratio, finite element method.
Depositing User: Mr. John Steve
Date Deposited: 30 May 2019 10:17
Last Modified: 30 May 2019 10:17
URI: http://publications.theired.org/id/eprint/3061

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