Research Article
Sep 1976
Bending Test for Compacted Clays
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VIEW THE REPLYAuthors: Arif Ajaz and Richard H.G. Parry, M.ASCEAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 102, Issue 9
Abstract
A method of testing soil beams has been developed to investigate the behavior of compacted clays under stress gradient conditions and total stress tension and compression. A two-point loading system is adopted and deformations observed by dial gage and by radiographic means. Stresses in the beam are derived by a differential method not requiring the assumption of a specific stress-strain law.
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Published In
Journal of the Geotechnical Engineering Division
Volume 102 • Issue 9 • September 1976
Pages: 929 - 943
Copyright
© 1976 American Society of Civil Engineers.
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Published in print: Sep 1976
Published online: Feb 11, 2021
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Affiliations
Arif Ajaz
Principal Engineer; NESPAK, Lahore, Pakistan; formerly, Engr., Binnie and Partners, Consulting Engrs., London, England
Richard H.G. Parry, M.ASCE
Lect., Engrg. Dept., Univ. of Cambridge, Cambridge, England, U.K
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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.