Practice and Research of Geosynthetic Reinforced Soil Walls in Australia - Reinforced Soil Engineering: Advances in Research and Practice - page 266

Figure 12 Measured horizontal displacement at I-2.

Table 1 Soil Parameters

Foundation soil

Parameter Fill Loose sand Medium sand

f(deg) 33 30 33

c (kPa) 10 0 0

K 800 400 600

n 1 1 1

r f 0.9 0.9 0.9

K, n, and r f are nondimensional parameters for the Duncan-
Chang model.