671017.pdf

Horizontal displacem ent (mm)

0 20406080

Case 1

Case 2

Case 3

Case 4

Field m easurem ent

− 20

Dept

h

(m)

0. 
   

−0. 5

−1. 0

−1. 5

−2. 0

−2. 5

−3. 0

−3. 5

(a) At the end of stage 2 (푞푠=49kPa)

Horizontal displacem ent (mm)

0 20406080

Case 1

Case 2

Case 3

Case 4

Field m easurem ent

Dept

h

(m)

0. 
   

−0. 5

−1. 0

−1. 5

−2. 0

−2. 5

−3. 0

−3. 5

(b) Attheendofstage4(푞푠=72kPa)

Figure 5: Distribution of horizontal down-slope displacement at I1 at different surcharge stages (푞푠denotes the surcharge pressure).

Horizontal displacem ent (mm)

0 1020304050

Case 1

Case 2

Case 3

Case 4

Field m easurem ent

Dept

h

(m)

0. 
   

−0. 5

−1. 0

−1. 5

−2. 0

(a) At the end of stage 3 (푞푠=49kPa)

Case 1

Case 2

Case 3

Case 4

Field m easurem ent

Horizontal displacem ent (mm)

0 1020304050

Dept

h

(m)

0. 
   

−0. 5

−1. 0

−1. 5

−2. 0

(b) At the end of stage 4 (푞푠=72kPa)

Figure 6: Distribution of horizontal down-slope displacement at I2 at different surcharge stages.