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Chapter
Apr 26, 2012

Embedment Depth Influence on an Uplifting Anchor

Publication: Instrumentation, Testing, and Modeling of Soil and Rock Behavior

Abstract

This paper presents an experimental investigation on the influence of embedment depth on the anchor failure mode. It is widely understood that a deep anchor will behave differently compared to a shallow anchor. A test set-up is developed in this research to capture soil deformation during anchor uplifting, which consists of a camera, a loading frame, a Plexiglas mould, and a computer. A series of model tests are performed to investigate the influence of the anchor embedment depth on soil deformation. A set of images are captured while a semicircular anchor is being uplifted against the Plexiglas window. A soil displacement field is calculated from two images using the Digital Image Correlation (DIC) method. The failure surface is studied by locating the maximum shear strains deduced from the soil displacement field. Based on this study, it is found that the anchor behaviour is substantially influenced by the anchor embedment depth. A similar punching failure mode is observed in loose sand regardless of the anchor depth. However, in dense sand a restrained failure mode is observed in a deep anchor opposite to the mode with failure plane extending to ground surface in a shallow anchor. This study improves the understanding of soil-anchor interaction and helps to design an efficient anchor system.

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Go to Instrumentation, Testing, and Modeling of Soil and Rock Behavior
Instrumentation, Testing, and Modeling of Soil and Rock Behavior
Pages: 1 - 8

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Published online: Apr 26, 2012

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Jinyuan Liu [email protected]
M.ASCE
Assistant Professor, Ryerson University, Toronto, Canada; jinyuan.E-mail: [email protected]
Mingliang Liu [email protected]
Graduate Research Assistant, Hohai University, Nanjing, China.E-mail: [email protected]

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