Figure 8. Settlement contours of soil obtained when it was modeled as complete (a) LE model, (b) MC model and (c) HS model

From

2D and 3D Numerical Simulation of Load-Settlement Behaviour of Axially Loaded Pile Foundations

Gowthaman S, Nasvi MCM

American Journal of Civil Engineering and Architecture. 2017, 5(5), 187-195 doi:10.12691/ajcea-5-5-2