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Table 1 Index properties of the materials used

From: Experimental study on mitigation of liquefaction-induced vertical ground displacement by using gravel and geosynthetics

Index Properties

Silica sand No. 7

Crushed stone No. 5

Geosynthetic Type I

Geosynthetic Type II

Density, ρ, g/cm3

2.66

2.56

Mean grain size, D50, mm

0.17

3.55

Relative density, Dr, %

50 & 90

Tensile strength, T, kN/m

6.37

10.43

Tensile stiffness, EA, kN/m

63.7

233.9