Brief Report
Mar 1975
Passive Resistance of Inclined Anchors in Sand
Publication: Journal of the Geotechnical Engineering Division
Volume 101, Issue 3
Abstract
Several studies have been conducted to determine the ultimate passive resistance of shallow anchors subjected to horizontal pull and it.s associated failure mechanism. Hueckel conducted several laboratory model tests on anchors embedded in sand at shallow depth to study qualitatively the effects of anchor plate inclination on the ultimate passive resistance. The model anchor used in Hueckel.s study was a square plate, and the test results indicated a considerable decrease of ultimate resistance with an increase in anchor inclination.
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Published In
Journal of the Geotechnical Engineering Division
Volume 101 • Issue 3 • March 1975
Pages: 353 - 356
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Mar 1975
Published online: Feb 10, 2021
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Braja M. Das, AM.ASCE
Asst. Prof., Dept. of Civil Engrg., Tri-State Coll., Angola, India
Gerald R. Seeley, AM.ASCE
Asst. Prof., Dept. of Civil Engrg., Tri-State Coll., Angola, India
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.