Supporting Data Repository for paper for Negative Poisson Ratios Determined from Vp/Vs Ratios are a Possible Indicator for Microcracks in the Critical Zone

This is supporting data for \"Low Vp/Vs Values as an Indicator for Fractures in the Critical Zone\":

Poisson's ratio for earth materials is usually assumed to be positive (Vp/Vs >1.4). However, this assumption may not be valid in the critical zone because near Earth’s surface effective pressures are low (< 1 MPa), porosity has a wide range (0-60%), there are significant texture changes (e.g. unconsolidated versus fractured media), and saturation ranges from 0 to 100%. We present P-wave (Vp) and S-wave (Vs) velocities from seismic refraction profiles collected in weathered crystalline environments in South Carolina and Wyoming. Our data show that ~20% of the subsurface has negative Poisson’s ratios (Vp/Vs values < 1.4), a conclusion supported by borehole sonic logs. The low Vp/Vs values are confined to the fractured bedrock and saprolite. Our data support the hypothesis that weathering-generated microcracks can produce a negative Poisson’s ratio and that Vp/Vs values can thus provide insight into important critical zone weathering processes.

Plain Language Summary:
When a material is squeezed, the ratio between the change in height and width is described by an elastic parameter called Poisson's ratio. Most earth materials have a positive Poisson ratio, meaning the material will expand when squeezed (e.g. Playdough or wet sand). Materials with a negative Poisson’s ratio rarely occurs naturally and will shrink in all directions when squeezed. Cork is a common material with a Poisson’s ratio of approximately zero. Cork is ideal for bottling wine because its width does not change when pushing it into the bottle's narrow neck. Here we use surface-based measurements to quantify Poisson’s ratio from P-wave (Vp) and S-wave (Vs) velocities in the top 50 m of Earth’s surface. Our results show an unexpected result—material in the CZ has a negative Poisson’s ratio. We believe this unexpected behavior is caused by the combination of low effective pressures and small and irregular cracks created during rocks' transformation into soil. The cracks have a greater impact on the material’s ability to resist compression. At the same time, most of the rock is still coherent and thus only experiences a minimal loss of shear strength.