Effect of Mortar Constraint Conditions on Pullout Behavior of GFRP Soil Nails

Table 2

Parameters of CFS.

Tensile strength (MPa)	Tensile elasticity modulus (MPa)	Elongation (%)	Mass per unit area (g/m^2)
≥3400	≥2.3 × 105	≥1.6	≤300