Successful projects for happy clients

• Layout of trial sections
• Decide methods mix between Vibro Compaction and Stone Columns as a function of locally encountered soils
• Liquefaction and slope stability calculations
• Supervision of Quality Control measures.

Method Applied:
Over 250,000 m2 area treated with Top Feed Vibro Replacement Stone Columns and Vibro Compaction to a maximum depth of 19 m.

• Selection of column grid and diameters
• Optimization of work methods around obstructions
• Quality control during the works.

Method Applied:
Over 5000 Bottom Feed Stone Columns to a maximum depth of 20 m.

• Performance estimations
• Layout of the trial section
• Supervise the execution of trials
• Quality control analysis during the works.

Method Applied:
Over 1800 Offshore Vibro Compaction points to a maximum depth of 35 m over 25 m of water into an up to 30 cm diameter size rubble fill.

• Support in tender preparation
• Layout of trial sections
• Supervise all quality control during the works
• Liquefaction mitigation estimations based on post-compaction soil sounding data.

Method Applied:
Over 17,000,000 m³ Vibro Compaction to a maximum depth of 17 m.

• Performance estimations
• Soil mechanical management of the installation trials
• Analysis of quality control during the works.

Method Applied:
Over 3000 Bottom Feed (Vibro Displacement)Stone Columns to a maximum depth of 24 m.

• Performance estimations
• Layout of the trial section
• Analysis of soil sounding results.

Method Applied:
Over 16 m deep Bottom Feed (Vibro Displacement) Stone Columns.

• Performance estimations
• Recommendations for backfill gradation
• Quality control support during the works.

Method Applied:
Tandem Vibro Compaction to 13 m depth.