Long-Term Deformation Analysis of Recycled Construction Waste Subgrade Filler

Figure 6

Creep deformation of the samples: (a) 38.59 kPa, (b) 55.14 kPa, (c) 71.68 kPa, (d) 88.22 kPa, and (e) 104.76 kPa.

(a)

(b)

(c)

(d)

(e)