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Brian A Forbes and Jon T Williams

The 43 metre high Cadiangullong Dam was constructed during 1997-1998 to supply untreated water for the Newcrest Cadia gold mine near Orange in NSW. The placement of the 110,000 m3 of RCC was performed without expensive thermal control techniques in an area of extreme climate conditions. Thermal finite element studies were undertaken during design to assess the effect of the climate extremes on construction and assist in the design of contraction joints. An RCC mix with sand proportions in excess of 50% of the fully crushed aggregate by weight was used to eliminate segregation. This also had the effect of requiring a low compaction effort to achieve density but exhibited a sheared surface texture if placed over wet. Following full scale trials the conventional concrete facing was superseded during the early stages of construction with an in situ modified RCC facing. The modified RCC consisted of a grout enriched internally vibrated RCC (GE-RCC) to provide a durable, impervious upstream face. This paper discusses the details of these three aspects and provides design, construction and performance data to date.

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  • $15.00
    1998  Papers

    1998 – Thermal Stress Modelling, High Sand RCC Mixes and In-Situ Modification of RCC Used for Construction of the Cadiangullong Dam NSW

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    1999  Papers

    1999 – Kinta RCC Dam – Are Over-Simplified Thermal – Structural Analyses Valid?

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