Skip navigation

Home About us Sectors Expertise Projects News Careers Global capacity Contact us
 
Search




Browse


Inspections Assessments Feasibility and concept design Detailed design Strengthening Independent checks and design reviews Bridge architecture Dynamic analysis Noise and vibration Seismic analysis Ship impact protection Aerodynamics Foundations and piling
 

Foundations and piling

There is a great range of potential foundation types for bridges, depending on the quality and variability of the ground, and the form and articulation of the bridge. We have the expertise in geotechnics and in structural engineering to design for all situations. Our geotechnical engineers work together with our bridge experts to ensure that the bridge and its foundations are treated holistically.

 2000kN pile test THSR viaductsTaiwan high speed railway viaductsWe have experience of all types of piling – bored cast insitu concrete (cased and uncased), driven steel (tubular and H-section), and driven precast concrete being the most common. One of the most essential elements of pile design is to select a type that is appropriate to not only the ground and groundwater conditions but construction and site constraints. We've been involved in every stage of the design process, from assessment of ground conditions, pile selection and design for capacity, to settlement prediction and back-analysis of pile tests. We use traditional empirical methods and those based on the latest academic research.


pier caissons in the casting yardBusan-Geoje Link, KoreaAnother deep foundation solution for bridges is caissons, and we have designed and supervised some of the largest of this type of structure in the world. The massive caissons at Tsing Ma and Busan-Geoje Bridges were precast, then floated out and sunk into position; those at Kayang Bridge were sunk progressively and cast insitu.

Where the ground conditions are good, our hard rock engineering expertise is vital in ensuring that settlements of spread footings or arch bases are controlled and the rock mass is mobilised to resist the imposed forces.


© Mott MacDonald Group Limited 2008
Site by Mott MacDonald and Radley Yeldar ›