Research Article
Jan 1982
Compression of “Free-Ends”During Triaxial Testing
Publication: Journal of the Geotechnical Engineering Division
Volume 108, Issue 1
Abstract
When lubricated platens (free-ends) are used to load particulate media there is an associated error in any measured axial deformation due to compression and distortion of the rubber/grease layer. This extraneous deformation is termed the bedding error and it may account for as much as 80% of the total axial deformation recorded during a constant R stress path. Two independent methods of determining the bedding error have been used. In the first method, additional sets of free-ends are incorporated into samples during their preparation. In the second method, samples with various heights are employed. For a Constant R stress path the bedding error is linearly proportional to log σ1¹ for the whole of the stress range investigated. This linear relationship is true regardless of sample porosity, particle shape and particle size, however, the magnitude of the bedding error varies non-linearly with particle size and the value for a sandy gravel is approximately 30 times the value for a fine silt.
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Information
Published In
Journal of the Geotechnical Engineering Division
Volume 108 • Issue 1 • January 1982
Pages: 83 - 107
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Jan 1982
Published online: Feb 11, 2021
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Authors
Affiliations
Robert W. Sarsby
Principal Lecturer in Geotechnical Engineer, Dept. of Civ. Engrg., Bolton Inst. of Technology, Deane Rd., Bolton, England
Nikolas Kalteziotis
Geotechnical Engr., Athens Public Works Dept., Athens, Greece
Essam H. Haddad
Engrg. Asst., Univ. of Basrah, Basrah, Iraq
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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.