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This document describes a case study of using a combined vacuum and fill surcharge preloading method to improve soft clay foundation soils at a port storage yard in China. Vacuum preloading was applied for 4-8 weeks before adding fill surcharge in stages. Soil monitoring showed over 1m of settlement and a degree of consolidation over 80% after improvement. The combined method successfully strengthened the soft soils.

Author

lailatin latin

Language

EN