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A cylindrical shaft braced with board sheathing was hand-dug to bedrock and filled with concrete to create a solid pier to receive the heavy loads of the steel columns.
Since there is no indication of a later sinking of the structure, this nearly uniform height indicates careful levelling and the existence of solid pier foundations.
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Table 1 Dimensional details of piers for study - part I Serial number Referencing Description Dimensions (m) 1 Solidolid wall pier type 1 0.75 × 4.00 × 7.50 (ht). 2 Solidolid wall pier type 2 1.00 × 5.00 × 7.50 (ht).
Table 2 Dimensional details of piers for study - part II Serial number Referencing Description Dimensions in (m) 1 Solidolid wall pier type 1 1.00 × 5.00 × 7.50 (ht). 2 Solidolid wall pier type 2 1.50 × 5.00 × 7.50 (ht).
For when the goal is to move well over 200 yachts of varying size and description in an hour or two, the possibility of a gleaming new hull having a rendezvous with a solid old pier is ever present.
Open image in new window Figure 17 Plasticity in solid wall pier.
Open image in new window Figure 18 Plasticity in solid wall pier (axis rotated).
Open image in new window Figure 19 Plasticity in solid circular pier.
Open image in new window Figure 9 Plasticity recorded in solid circular piers.
Open image in new window Figure 8 Plasticity recorded in solid wall piers.
Open image in new window Figure 2 Meshing of solid circular piers.
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