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Ductility Test:
The ductility of a bituminous binder is its ability to deform under load and return to its original condition after removal of the load. The property is determined by extending a standard briquette of bitumen and measuring the distance in cm at which the bitumen will break (Figure ).
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A 16-pile group has to be arranged in the form of a square in soft clay with uniform spacing. Neglecting end-bearing, verify the optimum value of the spacing of the piles in terms
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Two load tests were performed at a site-one with a 50 cm square plate and the other with a 75 cm square plate. For a settlement of 15 mm, the loads were recorded as 50 kN and 90 kN
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