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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