Performance of Geosynthetic-Reinforced and Cement-Fly Ash-Gravel Pile-Supported Embankments over Completely Decomposed Granite Soil: A Case Study

Figure 7

Temporal variation of earth pressure with elapsed time for unreinforced (a) and reinforced (b) embankments and normalized stress along the distance from the embankment toe (c).

(a)

(b)

(c)