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Discussion to “<i>Effective Stress Capacity Model for Piles in Clay</i>” by Leland M. Kraft (November, 1982)
Publisher: American Society of Civil Engineers
Discussion of “<i>Mechanisms of Shaft Friction in Sand from Instrumented Pile Tests</i>” by B. M. Lehane, R. J. Jardine, A. J. Bond, and R. Frank (January, 1993, Vol. 119, No. 3)
Publisher: American Society of Civil Engineers
Discussion of “<i>Scale Effects of Ultimate Pile Capacity</i>” by George G. Meyerhof (June, 1983)
Publisher: American Society of Civil Engineers
Twenty Years of Airborne Research at the University of Washington
Publisher: American Meteorological Society
Abstract: Wherein is revealed the trials, tribulations, and triumphs of operating an aircraft for atmospheric research at a university over the past 20 years.
THE GREENLAND GlLACIAL ANTICYCLONE
Publisher: American Meteorological Society
Abstract: The material contained in this paper is a description of the weather conditions over Greenland based on observations taken by exploring expeditions. It can be summarized as follows: Greenland is overlaid by a fixed glacial ...
Solutions for Small Slope Pipeline Lifting Problems
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Two classes of submarine pipeline handling problems are considered, namely the lifting of a pipe with a free end for tie-in purposes, and the raising of part of a continuous line for hot-tapping ...
The Aggregation of Ice Particles in Clouds and Fogs at Low Temperatures
Publisher: American Meteorological Society
Abstract: A previously derived theoretical expression, supported by experimental observations, for the rate of sintering between two ice spheres is applied to the case of adhesion between ice particles down to temperatures of ?40C. ...
Axisymmetric Upheaval Buckling of a Heavy Sheet
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: A large elastic sheet with a significant self-weight subject to biaxial in-plane compression while lying on a rigid horizontal plane may buckle. The buckles, circular areas which lift away from ...