CASE STUDY 3: |
Large Housing Development, Redhill Surrey |
The original land use comprised light industrial, but was originally a railway sidings adjacent to the main Brighton to London line. The
Generally speaking the the site was overlain 1m deep with made ground of various types including sands, chalk, industrial ash and clinker (some mixed with granular material), and weak clays. Because of this variance, care had to be taken at during the planning phase and at site level to ensure that the appropriate binder was matched to the most suitable fill material type.
The plan was to process this made ground, the majority of which was classified as industrial non-hazardous (SNRHW), in order to produce Enviro-Cap (6F/1 substitute), Enviro-Base (Clause 804 substitute), and Enviro-Mat (a material for a designed piling platform with a minimum bearing capacity of 200kN/sq m).
Enviro-Mat utilised the industrial non hazardous mix of made ground through mixing ex-situ with cement binder. Plate bearing tests were employed to establish the bearing capacity of the piling mats. The specification called for 180kN/sq m. Our conformance testing yielded outputs ranging from 430 to 240kN/sq m.
Cement was again employed as the binder material in the production of Enviro-Cap and we recorded CBRs well in excess of the specified 15%.
A higher dose of cement binder achieved the requirements for non-frost susceptibility and CBRs of 30% and above, with most results measuring in excess of 50% CBR.
Reference: Keith Edwards, George Wimpey West London, 01256-745279
CASE STUDY 3: |
Large Housing Development, Redhill Surrey |
The original land use comprised light industrial, but was originally a railway sidings adjacent to the main Brighton to London line. The
Generally speaking the the site was overlain 1m deep with made ground of various types including sands, chalk, industrial ash and clinker (some mixed with granular material), and weak clays. Because of this variance, care had to be taken at during the planning phase and at site level to ensure that the appropriate binder was matched to the most suitable fill material type.
The plan was to process this made ground, the majority of which was classified as industrial non-hazardous (SNRHW), in order to produce Enviro-Cap (6F/1 substitute), Enviro-Base (Clause 804 substitute), and Enviro-Mat (a material for a designed piling platform with a minimum bearing capacity of 200kN/sq m).
Enviro-Mat utilised the industrial non hazardous mix of made ground through mixing ex-situ with cement binder. Plate bearing tests were employed to establish the bearing capacity of the piling mats. The specification called for 180kN/sq m. Our conformance testing yielded outputs ranging from 430 to 240kN/sq m.
Cement was again employed as the binder material in the production of Enviro-Cap and we recorded CBRs well in excess of the specified 15%.
A higher dose of cement binder achieved the requirements for non-frost susceptibility and CBRs of 30% and above, with most results measuring in excess of 50% CBR.
Reference: Keith Edwards, George Wimpey West London, 01256-745279