Research Article
A Comparative Study between Polyline and Straight Line Arrangements of Antislide Piles Based on Soil Arching Effect
Table 2
Peak statistics for the Y-directional principal stresses of soil arches.
| | Pile layout angle | Y-directional principal stress peak (kPa) | Peak position | | 3# soil arch | 4# soil arch | 5# soil arch | 6# soil arch | 3# soil arch | 4# soil arch | 5# soil arch | 6# soil arch |
| | Straight line layout | 6.11 | 6.11 | 6.11 | 6.11 | 4.9 | 4.9 | 4.9 | 4.9 | | 10° layout | 6.1 | 6.09 | 6.57 | 6.14 | 4.8 | 5.1 | 4.4 | 4.9 | | 20° layout | 6 | 5.96 | 7.01 | 6.17 | 5.2 | 5.3 | 4.3 | 4.9 | | 30° layout | 5.92 | 5.8 | 7.37 | 6.22 | 5.8 | 5.5 | 4.3 | 4.9 |
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