CITED REFERENCES
 

  1. “Guide for Structural Lightweight Aggregate Concrete”. ACI 213R-87, American Concrete Institute, Detroit, Michigan. 1987.
  2. “Advantages of Structural Lightweight Aggregate Concrete”. Expanded Clay, Shale and Slate Institute, www.escsi.org
  3. “Standard Practice for Selecting Proportions for Structural Lightweight Concrete”. ACI 211.2-98, American Concrete Institute, Detroit, Michigan. 1998.
  4. Glover, A.S. “State of the Art in Selective Mining for Quality Lightweight Aggregate Production”. CPG, PG, 1995 Structural Lightweight Aggregate (LWA) Concrete Summit, May 25-26, 1995. Charlotte, North Carolina.
  5. Valum, Rolf S. “Production, Construction and Quality Control of High Performance LWA Concrete for Marine and Other Severe Exposure Environments”. 1995 Structural Lightweight Aggregate (LWA) Concrete Summit, May 25-26, 1995. Charlotte, North Carolina.
  6. “State of the Art Report on Offshore Concrete Structures for the Arctic”. ACI 357.1R-91 (Reapproved 1997), American Concrete Institute, Detroit, Michigan. 1997.
  7. Leming, M.L. “Properties of High Strength Concrete, An Investigation of High Strength Concrete Characteristics Using Materials in North Carolina”. 1995 Structural Lightweight Aggregate (LWA) Concrete Summit, May 25-26, 1995. Charlotte, North Carolina.
  8. Hoff, G.C. “High Strength Lightweight Aggregate Concrete for Arctic Applications”. (a three part paper), ACI Technical Session on Performance of Structural Lightweight Concrete, Dallas, Texas. November 14, 1991.
  9. Hoff, G.C. Walum, R. Weng, J.K. Nunez, R.E. “The Use of High-Strength Modified Normal Density Concrete in Offshore Structures”. 1995 Structural Lightweight Aggregate (LWA) Concrete Summit, May 25-26, 1995. Charlotte, North Carolina.
  10. Leming, M.L. “Creep and Shrinkage of Lightweight Concrete”. Department of Civil Engineering, North Carolina State University at Raliegh, North Carolina. April 16, 1990.
  11. Valum, R. Nilsskog, J.E. “Production and Quality Control of High Performance Lightweight Concrete for the Raftsundet Bridge”. 5th International Symposium on Utilization of High Strength/High Performance Concrete, Sandefjord, Norway. 20-24 June, 1999.

 
 

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