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The document discusses planning for soil improvement methods for the foundation of a 6500 m3 reservoir in Karangasem Regency, Bali. It analyzes using a combination of preloading, prefabricated vertical drains (PVDs), and micropiles to accelerate soil consolidation. Key points discussed include: 1) Site geology consists of soft clay layers 8.5m and 10m thick between sand layers. Initial height and consolidation values were calculated at different distances from the reservoir. 2) Total consolidation needed

Author

eppyblue

Language

EN