- Location & Date: Oman 2015 – On going.
- Description: Study and Construction.
- Project Components: Conduct a geotechnical analysis and design of slope stability measures as an alternative to the construction of the tender solution of high bridges at Chainage CH 29+930 TO CH 30+170 and Chainage 31+560 to 32+000. The aim of the analysis is to determine whether there can be time savings by adopting an alternative solution. To that end Ozkar appointed Renardet to analyse and design alternative solutions providing for safe support of the carriageway.
- Client: ASTALDI - OZKAR JV.
