
Cracking in Buildings
When significant cracking occurred in this listed building, James Lockyer Associates determined the reasons and recommended the appropriate repair solution.
When significant cracking occurred in this listed building, James Lockyer Associates determined the reasons and recommended the appropriate repair solution.
This project involved the construction of a new Anti-Terrorism Force Protection (ATFP) parking area for to this important secure RAF base.
When a cliff in the rear garden of this fine property in Mylor Creek collapsed, an anchored slope stabilisation design was implemented.
The stone front and end gable walls of this property were bulging and rotating outwards and there were concerns over the stability of the building.
This house was suffering from mining related subsidence. James Lockyer Associates carried out a structural appraisal and design to stabilise the building.
A gabion retaining wall was designed to replace the existing collapsed gabion wall along a river bank at the bottom of this garden in Chudleigh.
Significant bulging to this stone quay wall prompted quay wall stabilisation using anchors and plates to retain the structure.
Originally approached to undertake investigative works for subsidence, James Lockyer Associates were involved an ambitious cottage renovations project.
Regular inspections and structural appraisals of the bridges and walkways provided throughout Lydford Gorge make it possible for the public to access this fascinating site.
The vehicular access bridge provides access to a house over a stream. Its original timber structure had deteriorated and required replacement.