Geoscience Reference
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Figure 15
Initial stress condition of the reinforced soil wall after K 0 procedure.
The value of v P measured from the field test and the calculated values of E are
consistent with the published data (Hunt, 1984). The geotextile used in the model
has an equivalent axial stiffness (EA) value of 1200 kN/m, estimated as the 10%
secant modulus of the PEC geotextile used.
Figure 16
Initial stress condition of the reinforced soil wall after nil-step.
 
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