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RISDiscussion of “<i>Level Ground Soil‐Liquefaction Analysis Using in Situ Properties: II</i>” by Kandiah Arulanandan and Kanthasamy K. Muraleetharan (July, 1988, Vol. 114, No. 7)
Publisher: American Society of Civil Engineers
Discussion of “<i>Elastic Buckling of Buried Flexible Tubes—A Review of Theory and Experiment</i>” by Ian D. Moore (March, 1989, Vol. 115, No. 3)
Publisher: American Society of Civil Engineers
Local Buckling of Tubes in Elastic Continuum
Publisher: American Society of Civil Engineers
Abstract: A theory for the local buckling of a buried, flexible, perfect tube that utilizes linear buckling theory and an elastic continuum model for the ground is developed, with only radially inward displacement permitted. Comparisons ...
Closure to “<i>Local Buckling of Tubes in Elastic Continuum</i>” by James A. Cheney (January, 1991, Vol. 117, No. 1)
Publisher: American Society of Civil Engineers
Stability of Leaning Towers
Publisher: American Society of Civil Engineers
Abstract: The Leaning Tower of Pisa has intrigued soil mechanicians for many years as to why it tilted in the first place. The more urgent question is, however, whether it is safe today against complete collapse. Methods available ...
Strength Parameters for Bearing Capacity of Sand
Publisher: American Society of Civil Engineers
Abstract: The results of centrifuge tests for bearing capacity of circular footings are used to verify the bearing capacity predictions using Hansen's equations with interpretations by Meyerhof and De Beer. The correlation with De ...
Closure to “<i>Strength Parameters for Bearing Capacity of Sand</i>” by Bruce L. Kutter, Abbas Abghari, and James A. Cheney (April, 1988, Vol. 114, No. 4)
Publisher: American Society of Civil Engineers