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Discussion of “<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
Discussion of “<i>Scale Effects of Ultimate Pile Capacity</i>” by George G. Meyerhof (June, 1983)
Publisher: American Society of Civil Engineers
Lessons From Oedometer Tests on High Quality Samples
Publisher: American Society of Civil Engineers
Abstract: A well planned and carefully executed program of oedometer tests on high quality undisturbed samples is shown to provide considerable practical information about the soil properties of a natural, very stiff clay deposit. ...
Stiffness and Penetration Resistance of Sands versus State Parameter
Publisher: American Society of Civil Engineers
Abstract: Normalized small strain Young and shear moduli of pluvially deposited predominantly silica Ticino sand are well correlated against the state parameter as defined by Been and Jefferies. The same holds true for normalized ...
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