Shear strength was measured on section halves using a GEISA automated vane shear (AVS) frame and device controller. The device is suitable for sediment not affected by cementation (i.e., saturated, cl
Verification test to observe the performance of the tactile pressure pads. Test was performed in the laminar container with caisson. Rigid sides were included to test the idea that the laminar rings t
Abstract One of the challenges in the investigation of structural masonry is the correlation between the thickness of the laying joints and the global resistance of the masonry. Many authors developed