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2) Where two values are quoted in the above relationships, the first approximates to the smaller vessels of a given type. C. and MATLOCK, H. Non-dimensional solutions for laterally-loaded piles with soil modulus assumed proportional to depth. Proceedings of the 8th Texas Conference on soil mechanics and foundation engineering. Austin, Texas, 1956, pp. 1-41. 2 Bibliography 1. VASCO COSTA, F. The berthing ship, the effect of impact on the design of fenders and other structures. Dock and Harbour Authority, May, June and July, 1964.
B) Piles as in a) with the pile heads propped off the main berth structure with an elastomeric unit. 2 Elastomeric units for fender piles Elastomeric units of the cylindrical type under diametrical or axial compression or types deforming under horizontal shear are those most generally used for supporting the heads of fender piles. Local pressure between pile head and rubber should not exceed the manufacturer’s recommended value and where necessary spreader plates may be attached to the pile head.
BRITISH STANDARD 6349-4:1994, Code of practice for maritime structure, Part 4: Code of practice for design of fendering and mooring systems by British Standard