CASE STUDY 5: |
Improvement of Chalk to Type 1 Sub-Base, Basingstoke, Hampshire |
Addition and mixing in of Cement to Chalk in order to achieve CBR in excess of 30% in “Environmentally Friendly” Road Construction.
The site was located in the Chalk heartlands of Hampshire, thus on a green field site. Approximately 75% of chalks can be treated using this process to achieve high CBR non-frost susceptible material as a replacement for type 1 sub-base.
The chalk was graded to the appropriate level, i.e. underside of tar macadam layers, and cement binder was mixed in-situ into the chalk sub-grade.
Reference: Mr. Terry Lomas, Hampshire County Council, 01962-873760
CASE STUDY 5: |
Improvement of Chalk to Type 1 Sub-Base, Basingstoke, Hampshire |
Addition and mixing in of Cement to Chalk in order to achieve CBR in excess of 30% in “Environmentally Friendly” Road Construction.
The site was located in the Chalk heartlands of Hampshire, thus on a green field site. Approximately 75% of chalks can be treated using this process to achieve high CBR non-frost susceptible material as a replacement for type 1 sub-base.
The chalk was graded to the appropriate level, i.e. underside of tar macadam layers, and cement binder was mixed in-situ into the chalk sub-grade.
Reference: Mr. Terry Lomas, Hampshire County Council, 01962-873760