SAND BEHAVIOUR The ultimate values of shear stress and void ratio depend on the applied normal stress.
{"Image DocumentName": "SAND BEHAVIOURThe ultimate values of shear stress and void ratio depend on the applied normal stress.", "Image ImageDescription": "The ultimate stress ratio and angle of friction are independent of density and stress level. Initially dense samples attain higher peak angles of friction, but the peak friction angle decreases as the stress increases. Initially dense soils expand and initially loose soils compress when sheared. Increasing the normal stress causes less dilation (more compression) Bina Nusantara.", "Image XResolution": "37", "Image YResolution": "37", "Image ResolutionUnit": "Pixels/Centimeter", "Image Software": "SlidePlayer", "Image YCbCrPositioning": "Centered"}