I am going to use the polymer slurry to stablise the bore of 1.5m diameter piles, for a major bridge project in India. Can any one give me the following informations regarding polymer slurry :
a) What are the benefits of using the polymer slurry as against the conventional 'Bentonite Slurry'. b) What 'precautiona' & 'checks' are necessary at site for ensuring correct and appropriate use of polymer slurry. c) Is there any reduction in skin frictional capacity of bored piles, if polymer slurry is used?