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Modelling helical screw piles in clay and design implications

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Figure

Figure 1. Schematic diagram of geometry for single- and multi-helix screw piles
Table 1. Model helical screw pile configurations and testidentification terms
Figure 2 presents the load–displacement response of the fourhelical pile geometries, loaded in both compression and tension.were less thanThere was no facility to release installation-induced axial forcesafter the completion of installation; hence the disp
Figure 4. ULS failure mechanisms (contours of engineering shearstrain in %) for helical screw piles loaded in compression:(a) single-helix pile; (b) double-helix pile with 30 mm activelength; (c) double-helix pile with 60 mm active length; (d) triple-helix pile with 60 mm active length
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