Influences on Antislide Piles Used for Slope Reinforcement: Numerical Simulation Based on the Soil Arching Effect

Table 8

Maximum pile forces and sliding body displacements with piles installed at different positions to control a traction landslide.

Pile position	Maximum shear stress on pile (kPa)	Maximum z-direction stress on pile (kPa)	Maximum displacement of pile (mm)	Maximum displacement of sliding body (mm)	Location of maximum displacement of the sliding body
1	869	3542	51.3	91.1	Middle of main slide
2	614	2336	31.5	41.2	Lower part of active section
3	412	1668	20.8	77.2	Lower part of active section
4	297	1082	12.1	122	Lower part of active section