The presence of gas hydrates (GHs) increases the stiffness and strength of marine sediments. In elastoâplastic constitutive models, it is common to consider GH saturation (Sh) as key internal variable for defining the contribution of GHs to composite soil mechanical behavior. However, the stressâstrain behavior of GHâbearing sediments (GHBS) also depends on the microscale distribution of GH and on GHâsediment fabrics. A thorough analysis of GHBS is difficult, because there is no unique relation between Sh and GH morphology. To improve the understanding of stressâstrain behavior of GHBS in terms of established soil models, this study summarizes results from triaxial compression tests with different Sh, pore fluids, effective confining stresses, and strain histories. Our data indicate that the mechanical behavior of GHBS strongly depends on Sh and GH morphology, and also on the strainâinduced alteration of GHâsediment fabrics. Hardeningâsoftening characteristics of GHBS are strain rateâdependent, which suggests that GHâsediment fabrics dynamically rearrange during plastic yielding events. We hypothesize that rearrangement of GHâsediment fabrics, through viscous deformation or transient dissociation and reformation of GHs, results in kinematic hardening, suppressed softening, and secondary strength recovery, which could potentially mitigate or counteract largeâstrain failure events. For constitutive modeling approaches, we suggest that strain rateâdependent micromechanical effects from alterations of the GHâsediment fabrics can be lumped into a nonconstant residual friction parameter. We propose simple empirical evolution functions for the mechanical properties and calibrate the model parameters against the experimental data.