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Increasing the Yield of Ring Wells by User Friendly Method Read chapter Read first chapter

2020 | OriginalPaper | Chapter

Uplift Capacities of Inclined Double-Plate Circular Anchors at Shallow Depths in Sand

Authors : B. Vidya Tilak, N. K. Samadhiya

Published in: Construction in Geotechnical Engineering

Publisher: Springer Singapore

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Abstract

Inclined plate anchors are used to resist oblique loads in various civil engineering structures like the transmission towers, sheet pile walls, retaining structures, dams, etc. The use of single-plate anchors has been the interest of study from a long time by many researchers. However, the use of double-plate anchors and studies on the same has hardly been taken up. The present work discusses the uplift capacity of inclined double-plate circular anchors. The uplift capacity of 50 and 100 mm inclined circular plate anchors has been investigated. The double-plate anchors consist of two single plate anchors attached to the same tie rod at a spacing (s) equal to the size of the anchor (d). A comparison has been made between double-plate and single-plate anchors. The study summarizes the pullout load at failure for the anchor plates of different sizes and also presents the load-displacement curves of the various tests.

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previous chapter Study on Cyclic Pile Load Test of Pile Socketed in Rock
next chapter Analysis and Design of Pile Foundations for a Sewage Treatment Plant
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Metadata
Title
Uplift Capacities of Inclined Double-Plate Circular Anchors at Shallow Depths in Sand
Authors
B. Vidya Tilak
N. K. Samadhiya
Copyright Year
2020
Publisher
Springer Singapore
Book
Construction in Geotechnical Engineering

Print ISBN: 978-981-15-6089-7

Electronic ISBN: 978-981-15-6090-3

Copyright Year: 2020

DOI
https://doi.org/10.1007/978-981-15-6090-3_24