As part of ongoing developments at Port Salford, an engineered retaining wall was to be constructed near to an existing watermain. Existing site investigation information suggested the formation soils did not have sufficient bearing capacity to support the proposed structure. Pre-construction GDL deployed our in-house Cone Penetration Testing rig (CPT) to confirm the extents of the soft materials and then mass soil mixing was utilised as an insitu technique to improve the strength of the native soils.
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