Estimation of Uplift Capacity of Horizontal Plate Anchor in Sand

Estimation of Uplift Capacity of Horizontal Plate Anchor in Sand

Prof. D. M. Dewaikar

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Prof. V. B. Deshmukh

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Estimation of Uplift Capacity of Horizontal Plate Anchor in Sand

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Abstract

In this paper a detailed analysis of breakout resistance of a horizontally laid anchor plate in sandy soil is presented. To compute the distribution of soil reactive pressure on the failure surface, Kötter’s equation is employed. The failure surface is assumed to be in the form of a cone. An analytical expression for the breakout resistance is derived. Results are reported in terms of the breakout factors and net breakout resistance. A comparison is made with the available experimental data and theoretical solutions.

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Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

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No ethics committee approval was required for this article type.

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Not applicable for this article.

How to Cite This Article

Prof. D. M. Dewaikar. 2019. \u201cEstimation of Uplift Capacity of Horizontal Plate Anchor in Sand\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 19 (GJRE Volume 19 Issue E4): .

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GJRE Volume 19 Issue E4
Pg. 19- 37

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

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GJRE-E Classification: FOR Code: 290899

Submission ReceivedDecember 9, 2018
Peer Review Double Blind
Handling Editor
Accepted January 5, 2019
Published January 15, 2019

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November 5, 2019

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