Edge Distance

(D_e)

Unreinforced Slope

Geogrid Reinforced Slope

Ultimate Bearing Capacity of Unreinforced Slope (q_u)

Settlement Ratio

Ultimate Bearing Capacity of Reinforced Slope (q_R)

Settlement Ratio

BCR

1B

55.00

5.50

60.00

5.80

1.09

2B

60.00

6.20

64.00

6.20

1.07

3B

77.00

7.80

80.00

7.20

1.04