Comparative Investigation on Small-Strain Stiffness Characteristics of Undisturbed and Compacted Highly Weathered Granites at Various Densities

Figure 5

Variation in with at various effective consolidation stresses: (a) 50 kPa; (b) 100 kPa; (c) 200 kPa; (d) 400 kPa; and (e) 800 kPa. (Data points halved.)

(a)

(b)

(c)

(d)

(e)