The present study aims to evaluate the static yield stress of cement-based mortar mixtures using the parallel-plates geometry with rotational and compressional testing set-ups. In total, six mortar mixtures with various water-to-cement (W/C) and sand-to-cement (S/C) ratios, as well as high-range water reducer (HRWR) dosages were used for investigation. Two rotational methods namely the constant-shear rate (CSR) and the steady-shear, as well as the squeeze flow test were employed to assess the yield stress of the investigated mortar mixtures. For the latter, a stress-controlled uniaxial compression machine was developed allowing a high precision to monitor and control the compressional force and the deformation. The CSR test results indicated that a 7% increase in the W/C ratio and addition of 0.5% polycarboxylate ether-based HRWR led to around 20% and 50% reduction in the yield stress, respectively. Nevertheless, the effect of W/C ratio and the PCE-based HRWR was even more pronounced in the case for the steady-shear test. Both methods were highly prone to the wall-slip phenomenon reflected by considerably lower shear stress values obtained with the smooth rotating plate. However, when a rough rotating plate was employed, the CSR method led to around 65% (in average) higher static yield stress values compared to those obtained using the steady-shear test. The uniaxial compression test results were in good agreement with the rotational tests from a comparative point of view. However, it seems to exist a threshold of the material’s consistency beyond which the compressional test set-up results are more reliable. Accordingly, mixtures with a minimum CSR static yield stress of 345 Pa were found to be adapted for testing using this set-up. The adoption of the testing methods proposed in this study led to obtaining different value ranges for the yield stress of the mortars which indicated the ability of each test to capture different transitions reflecting microscopic and macroscopic changes.