Engineering properties of pearl millet varieties (Pusa composite 443, Pusa composite 701, Pusa1201 and Pusa1801) were evaluated at varying moisture content (10-25% wb). A significant varietal difference was found on studied properties. GMD, Surface area, thousand grain mass, the angle of repose, porosity, internal coefficient of friction, static coefficient of friction (Poly, GI, MS and Al) increased linearly with increase in moisture content within the range of 10 to 25% (w.b.) while the bulk density, true density and hardness decreased linearly with increase in moisture content within the same range. But the value of sphericity showed that direct and indirect relation with moisture content depending variety. The mean value of different cultivars observed and found extreme high and low value of bulk density, true density and porosity for PC701 and Pusa1201, geometric mean diameter and surface area for pusa1801 to Pusa1201, sphericity and internal coefficient of friction for Pusa1201 and PC443, grain mass for Pusa1801 and PC 701, angle of repose for Pusa1201 and PC701, hardness for PC701 and PC443 respectively at moisture ranges from 10 to 25% (wb).

The creep behavior a rheological property of tamarind (Tamarandus indica L.) was studied to characterize the effect of compressive stress and time on volumetric reduction in ripe deseeded tamarind and creep curve developed using Kelvin model. Five different compressive stresses 222.95, 445.90, 668.86, 891.81 and 1114.77 N/m2 were used and deformation was observed at different time intervals  0+, 5, 10, 20, 30, 45, 60, 90, 120, 180, 240, 300  and 360 minutes. Creep curve were plotted to demonstrate the volumetric strain variance for various time intervals. The slope of curve is sharp at the beginning and then with the increase in duration of loading the slope of curve flattened down which shows that the rate of change of volumetric strain for a given sample at a given stress is large at the beginning and with increase in the time, the rate of change becomes less and less. The volumetric strain with respect to variation of loading is maximum in case of maximum stress that was 1114.77 N/m2.

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