New Children’s Hospital

Services Required

ByrneLooby were engaged by BAM to provide the construction sequencing and structural design of temporary works including the Guidance on construction methodology to minimise ground movements of the adjacent residential properties, Design of 5 No. TBM launch and reception shafts (9m to 12m deep) to install 1.45m diameter sewers. Detailed design of permanent RC liner wall and capping beam to provide the permanent waterproofing protection to the basement, Ground settlement predictions due to micro-tunnelling, Design of piling platforms including slope stability assessment on steep slopes, Guidance on wayleave access permission to install temporary tie back anchors, vibration monitoring of LUAS light rail tracks running parallel to basement excavation, Assessment of open cut excavations during the bulk excavation phase, Foundation pile design, Design of temporary retaining wall to facilitate construction of underground utility tunnel. We addressed our client’s requirements for economical solutions by using our strong technical background in deliverance of efficient solutions that are projected to achieve considerable cost and programme savings.

All photographs accredited to BAM