The modified Proctor test uses approximately 4.5 times the compactive energy of the standard Proctor test. This is due to the increased hammer weight, drop height, and number of blows used in the modified test to achieve a higher compactive effort.
A hillslope is shown below. If the area over the failure plane is 50 m\(^2\) and the weight of the hillslope material (W) is 2000 tons, the Factor of Safety (FOS) for this hillslope in dry conditions is
Cohesion along failure plane = 196 kPa, Dip of failure plane = 60°, Internal friction angle = 30°, Area over failure plane = 50 m\(^2\), Weight of hillslope material = 2000 tons (Round off to two decimal places)