Wave propagation, stress relaxation, and grain-to-grain shearing in saturated, unconsolidated marine sediments

A linear theory of wave propagation in saturated, unconsolidated granular m aterials, including marine sediments, is developed in this article. Since t he grains are unbonded, it is assumed that the shear rigidity modulus of th e medium is zero, implying the absence of a skeletal elastic frame. The ana lysis is based on two types of shearing, translational and radial, which oc cur at grain contacts during the passage of a wave. These shearing processe s act as stress-relaxation mechanisms, which tend to return the material to equilibrium after the application of a dynamic strain. The stress arising from shearing is represented as a random stick-slip process, consisting of a random succession of deterministic stress pulses. Each pulse is produced when micro-asperities on opposite surfaces of a contact slide against each other. The quantity relevant to wave propagation is the average stress from all the micro-sliding events, which is shown to be a temporal convolution between the deterministic stress, h(t), from a single event and the probabi lity, q(t), of an event occurring between times t and t + dt. This probabil ity is proportional to the velocity gradient normal to the tangent plane of contact between grains. The pulse shape function, h(t), is derived by trea ting the micro-sliding as a strain-hardening process, which yields an inver se-fractional-power-law dependence on time. Based on two convolutions, one for the stress relaxation from translational and the other from radial shea ring, the Navier-Stokes equation for the granular medium is derived. In a s tandard way, it is split into two equations representing compressional and shear wave propagation. From these wave equations, algebraic expressions ar e derived for the wave speeds and attenuations as functions of the porosity and frequency. Both wave speeds exhibit weak, near-logarithmic dispersion, and the attenuations scale essentially as the first power of frequency. A test of the theory shows that it is consistent with wave speed and attenuat ion data acquired recently from a sandy sediment in the Gulf of Mexico duri ng the SAX99 experiment. If dispersion is neglected, the predicted expressi ons for the wave speeds reduce to forms which are exactly the same as those in the empirical elastic model of a sediment proposed by Hamilton. On this basis, the concept of a "skeletal elastic frame" is interpreted as an appr oximate, but not equivalent, representation of the rigidity introduced by g rain-to-grain interactions. (C) 2000 Acoustical Society of America. [S0001- 4966(00)01112-7].