increases as the size of particles increases
increases as the soil gradation im-proves
is limited to a maximum value of 45°
is rarely more than 30° for fine grained soil
undrained test
consolidated drained test
drained test
consolidated undrained test
0.5 N/mm2 and 30°
0.05 N/mm2 and 0°
0.2 N/mm2 and 0°
0.05 N/mm2 and 45°
cohesion
angle of internal friction
angle of repose
none of the above
90°
45°
22.5°
0°