Research Article
Oct 1974
Studies on Anchored Flexible Retaining Walls in Sand
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VIEW THE REPLYAuthors: Thomas H. Hanna, AM.ASCE, and Ibrahim I. KurdiAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 100, Issue 10
Abstract
This paper describes an experimental investigation of the behavior of laboratory scale (0.6-m) flexible retaining walls in sand supported by up to three levels of anchors. It is concluded that the behavior of a tied-back wall is influenced to a large extent by the flexibility of the wall as well as the anchor inclinations and initial design assumption. With wall flexibility increase, the bending moments in the wall decreased, the decreases for single-anchored walls being in agreement with the moment reduction curves of Rowe. For all walls there was an initial loss in anchor load value on prestressing. Further load changes occurred with construction, the greatest changes occurring with the most flexible walls.
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Journal of the Geotechnical Engineering Division
Volume 100 • Issue 10 • October 1974
Pages: 1107 - 1122
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Oct 1974
Published online: Feb 10, 2021
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Thomas H. Hanna, AM.ASCE
Prof. of Civ. and Struct. Engrg.; Univ. of Sheffield, Sheffield, England
Ibrahim I. Kurdi
Civ. Engr., Amman, Jordan
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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.