Endochronic Constitutive Law for Liquefaction of Sand

by Zdeněk P. Bažant, (M.ASCE), Prof. of Civ. Engrg.; The Technological Inst., Northwestern Univ., Evanston, Ill.,
Raymond J. Krizek, (M.ASCE), Prof. of Civil Engrg.; The Technological Inst., Northwestern Univ., Evanston, Ill.,


Serial Information: Journal of the Engineering Mechanics Division, 1976, Vol. 102, Issue 2, Pg. 225-238


Document Type: Journal Paper

Errata: (See full record)

Abstract: A nonlinear constitutive law is developed, together with the previously established model for an inelastic two-phase medium, to give a realistic prediction of the pore pressure buildup and associated liquefaction of sand due to cyclic shear. The law is of the endochronic type and consists of quasi-linear first-order differential equations expressed in terms of intrinsic time, which is an independent variable whose increments depend on the strain increments. This accounts for the accumulation of particle rearrangements, which are characterized by a parameter termed the rearrangement measure. The basic extensions of this work with regard to the application of endochronic theory to metals are due to the fact that sands densify upon shearing and are sensitive to confining stress; these two features are shared with the formulation of endochronic theory for concrete. Several typical examples are given to illustrate densification, hysteresis, and liquefaction tendency of sands subjected to cyclic shear in laboratory tests.

Subject Headings: Soil liquefaction | Constitutive relations | Soil pressure | Shear tests | Inelasticity | Pore pressure | Differential equations | Strain

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