(b)
Figure 2: (a) Verification of the second trial embankment Thailand international airport site (b) Hydraulic permeability modifier
As reported by (Bergado, Chai et al. 1998) because of possible disturbances of the inclinometer casings near the ground surface, the lateral displacement data was not valid and the simulations didn’t agree. For excess pore pressure because of the insufficiency of installed piezometer acquired data underestimated.