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RISDiscussion of “<i>Ko‐OCR Relationships in Soils</i>” by Paul W. Mayne and Fred H. Kulhawy (June, 1982)
Publisher: American Society of Civil Engineers
Discussion of “<i>Ko‐OCR Relationships in Soils</i>” by Paul W. Mayne and Fred H. Kulhawy (June, 1982)
Publisher: American Society of Civil Engineers
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
Cavity Expansion and Penetration Resistance in Sand
Publisher: American Society of Civil Engineers
Abstract: A theory, based on cavity expansion and stress rotation analyses, is developed for computing the cone penetration resistance of sand. The sand is modeled as a nonlinear elastic-plastic material. The theory can be used for ...
Calibration Chamber Size Effects on Penetration Resistance in Sand
Publisher: American Society of Civil Engineers
Abstract: Calibration chamber tests provide an effective way to study cone penetration resistance in sands under controlled conditions. Calibration chamber tests are performed in large soil samples with known densities, consolidated ...
Discussion of “<i>Scale Effects of Ultimate Pile Capacity</i>” by George G. Meyerhof (June, 1983)
Publisher: American Society of Civil Engineers
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 ...
Discussion of “<i>Settlement of Shallow Foundations on Granular Soils</i>” by G. A. Leonards and J. D. Frost (July, 1988, Vol. 114, No. 7)
Publisher: American Society of Civil Engineers
Calibration Chamber Size Effects on Penetration Resistance in Sand
Publisher: American Society of Civil Engineers