From: Anchorage mechanism of bamboo-steel composite rockbolts subjected to the coupled effect of tensile and shear stress
Parameters
Prototype
Model
Soil of slope
Density (ρs)
1
Young’s modulus (Es)
Cohesion (c)
Friction angle (ϕ)
Rockbolts
Bending stiffness (B)
1/N
Tensile strength (T)
Diameter (D)