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Specification for in-situ stabilisation of bound sub-base layers

Published: | Category: Construction , Pavement & surfacing , Specifications | Audiences: Road traffic engineers & consultants, Roading contractors

Stabilisation of pavement layers has a long history in New Zealand. Stabilisation is becoming more common as increasing traffic volumes and higher axle load limits are driving the need for pavements that are more robust than traditional unbound pavements. Equally in areas where top quality aggregates are hard to justify/find – these processes can provide economically viable alternatives.

Publication details

  • Author:
  • Published: July 2012
  • Reference: B6
  • Version: 1
  • Also known as: B6, B/6, B-6