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Tablachaca Dam Slide Stabilization Techniques by Cija is a document available to read on EtoBox.
1) A slide of 13 million cubic meters of earth and rock occurred above the Tablachaca Dam in Peru, prompting emergency stabilization measures. A fill buttress was constructed and reinforced with grouted anchors and sediments were improved with Franki piles and vibroreplacement. 2) The failure of a sand fill used for port expansion in Singapore occurred below design height and after replacement. Failure was due to liquefaction and rapid drawdown from tidal action. A rockfill berm was constructed to prevent f
- Author
- Cija
- Language
- EN