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First of all congratulations to Professor N. Cristescu for addition of an elaborate concept of geomechanics for rocks and soils. I have already studied book " Time Effect in Rock Mechanics authored by Professor N. Cristescu and Udo Hunsche. I have gone through the limited contents and materials available on the web site. I have observed that the extensive mathematical contents related to deformation with their physical meanings. I will be happy with presentation of complex deformation phenomena in form of empirical equations.
aluminum assumed behavior boundary conditions characteristic lines coeﬃcient components compression computed conﬁguration considered constant constitutive equation corresponding creep Cristescu Cristescu N. D. decrease deﬁned deformation density depends determined deviatoric diﬀerent diﬀerential dilatancy domain eﬀect elastic-plastic ﬁgure ﬁnite ﬁrst ﬂow ﬂuid formula function hardening impact velocity increase inﬂuence initial integral isotropic kinematic km/s linear loading loading/unloading boundary longitudinal longitudinal waves material Mech mechanical metals numerical obtained penetration plane plastic strain plastic wave plate plug pressure problem proﬁles projectile reﬂected relations rigid rock salt satisﬁed shear stress shock waves shown in Fig signiﬁcant simulations slope solution specimen speed strain rate stress–strain curve string Suliciu surface target temperature tensile tensor tests theory transverse transverse wave tube uniaxial unloading variation velocity ﬁeld velocity of propagation viscometer viscoplastic viscosity wave front wave propagation work-hardening yield condition yield stress yield surface
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