Table 2 Bulging characteristics of riverbed gravel (C.W) stone columns in different types of soil.

From: Mechanistic investigation into the performance of stone columns constructed with riverbed aggregates in varied soil conditions

Parameter

Sandy soil

Silty soil

Layered soil

Clayey soil

Initial (0 mm)

Bulging = 2.51%, L/D = 0.00

Bulging = 6.55%, L/D = 0.00

Bulging = 12.88%, L/D = 0.00

Bulging = 9.26%, L/D = 0.00

Peak deformation

7.23% at L/D = 0.53

9.99% at L/D = 0.50

20.08% at L/D = 0.51

15.37% at L/D = 0.55

Mid-depth

Bulging = 4.13%, L/D = 0.94

Bulging = 5.49%, L/D = 0.98

Bulging = 10.79%, L/D = 1.04

Bulging = 8.88%, L/D = 1.18

Lower third

Bulging = 0.44%, L/D = 1.23

Bulging = 0.39%, L/D = 1.37

Bulging = 2.14%, L/D = 1.68

Bulging = 2.14%, L/D = 1.68

Base (L/D > 2)

Bulging < 0.10%, stable

Bulging ≈ 0.13%, stable

Bulging ≈ 0.03%, stable

Bulging ≈ 0.00%, stable