Research Article
Feb 1974
Stress Analysis of Hollow Cylindrical Inclusions
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VIEW THE REPLYAuthors: Sidiq M. Dar, M.ASCE, and Robert C. BatesAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 100, Issue 2
Abstract
Stresses and deformations in both a hollow cylindrical inclusion and the surrounding semi-infinite medium are studied using equations derived from the theory of elasticity. It is assumed that there is perfect continuity at the inclusion-medium interface, and that the materials are ideally elastic. Since the equation input needs are simple (inner and outer radii of the cylinder, shear modulus, and Poisson's ratio of the cylinder and medium, and the biaxial field stresses), many comparative and parametric evaluations were made. Comparisons to field and laboratory measurements verify that these equations accurately predict the measured values for a wide variety of cases. The parametric studies show that stresses in the inclusion can be reduced 20 to 35% by thinning the wall, and 10 to 15 times by increasing the modulus of the medium. Some of the other results noted have been mentioned in literature; however, now in one set of equations, the major factors that affect the performance of the liner can be examined.
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Published In
Journal of the Geotechnical Engineering Division
Volume 100 • Issue 2 • February 1974
Pages: 123 - 138
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Feb 1974
Published online: Feb 10, 2021
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Sidiq M. Dar, M.ASCE
Mech. Engr. (WAE), Spokane Mining Research Center, U.S. Bureau of Mines, and Assoc. Prof. of Civ. Engrg., Gonzaga Univ., Spokane, Wash
Robert C. Bates
Supervisory Mining Engr., Spokane Mining Research Center, U.S. Bureau of Mines, Spokane, Wash
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