Figure 13. Settlement contours of the considered pile group from (a) LE, (b) MC and (c) HS analysis

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