Parametric Study of Earth Pressure behind RFERS at Backfill Stage - Rigidly Framed Earth Retaining Structures - page 128

10

8

U hn1
U hn3
U hn6
U hn10
U hn15
U hn20

6

L b = 10 ft
φ

4

= 30 o

2

S c /S b = 1

0

0 0.005 0.01 0.015 0.02

10

8

U hn1
U hn3
U hn6
U hn10
U hn15
U hn20

6

L b = 10 ft
φ

4

= 30 o

2

S c /S b = 4

0

0 0.0005 0.001 0.0015 0.002 0.0025 0.003

10

8

6

L b = 20 ft
φ

U hn1
U hn3
U hn10

4

= 30 o

2

S c /S b = 1

0

0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04

10

8

6

U hn1
U hn3
U hn10

L b = 20 ft
φ

4

= 30 o

2

S c /S b = 4

0

0 0.001 0.002 0.003 0.004 0.005

Horizontal Retaining Wall Movement, U h , ft

Fig. 7.4 Frame Movements at Retaining Wall for Single Story Frames (φ = 30º)