From: Type selection, structural calculation and construction of anchorage in Sichuan bank of Sichuan Kahalo Jinsha River Bridge
Soil layer
Gravelly soil
elasticity modulus (MPa)
338.2 ~ 886.6
volume weight (KN/m3)
24.2
Poisson's ratio
0.27
internal friction angle (°)
25.2
cohesion (kPa)
128