Case

Saturated unit weight of waste (kN/m3)

The thickness of reinforcement (m)

The thickness of alluvium clay (m)

The width of alluvium clay (m)

14

0

5

50

17

0

5

50

Case A-1

20

0

5

50

14

0.5

5

50

17

0.5

5

50

Case A-2

20

0.5

5

50

14

0

10

50

17

0

10

50

Case B-1

20

0

10

50

14

0.5

10

50

17

0.5

10

50

Case B-2

20

0.5

10

50

14

0

15

50

17

0

15

50

Case C-1

20

0

15

50

14

0.5

15

50

17

0.5

15

50

Case C-2

20

0.5

15

50

14

0

10

200

17

0

10

200

Case D-1

20

0

10

200

14

0.5

10

200

17

0.5

10

200

Case D-2

20

0.5

10

200

14

0.5

10

200

17

0.5

10

200

Case E-1

(Sand)

20

0.5

10

200