Economic mix design ultra high-strength concrete

American Concrete Institute, ACI Special Publication

Volumn SP-228, Issue , 2005, Pages 1133-1144

  Holschemacher, Klaus ^a   Weiße, Dirk ^a,b  

^a LEIPZIG UNIVERSITY OF APPLIED SCIENCES   (Germany)

^b UNIVERSITY OF BIRMINGHAM   (United Kingdom)

Author keywords

Compressive strength; Crushed aggregates; Fly ash; Mix design; Silica fume; Tensile strength; Ultra high strength concrete (UHSC); Workability

Indexed keywords

CEMENTS; COMPRESSIVE STRENGTH; CONCRETE ADDITIVES; CONCRETE AGGREGATES; CONCRETE MIXING; HIGH PERFORMANCE CONCRETE; SILICA FUME; TENSILE STRENGTH;

CHEMICAL ADMIXTURE; COMPRESSIVE AND TENSILE STRENGTHS; CONCRETE TECHNOLOGY; EXPERIMENTAL PROGRAM; FRESH AND HARDENED PROPERTIES; HIGH-TECH MATERIALS; ULTIMATE STRENGTH; ULTRA HIGH STRENGTH CONCRETES;

CONCRETE MIXTURES;

EID: 84864190484     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (12)

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4. Staquet, S.; Espion, B.: Influence of Cement and Silica Fume Type on Compressive Strength of Reactive Powder Concrete. Proceedings of the 6th International Symposium on Utilization of High Strength/High Performance Concrete, Leipzig, 2002, Volume 2, pp. 1421 - 1436, University of Leipzig.
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8. König, G.; Holschemacher, K.; Dehn, F.: Ultrahochfester Beton. Bauwerk Verlag Berlin, 2003. (in German).
9. Holschemacher, K.; Weiße, D.; Klotz, S.: Bond of Reinforcement in Ultra High Strength Concrete. Proceedings of the 7th International Symposium on High Strength/High Performance Concrete. Washington 2005.
10. DIN EN 12350-5: Prüfung von Frischbeton: Ausbreitmaß. (Testing fresh concrete - Part 5: Flow table test). June 2000.
11. DIN EN 12390-1: Prüfung von Festbeton - Teil 1: Form, Maße und andere Anforderungen für Probekörper und Formen. (Testing hardened concrete - Part 1: Shape, dimensions and other requirements for specimens and moulds). February 2001.
12. Weiße, D.; Ma, J.: Mechanical Properties of Ultra High Strength Concrete. Leipzig Annual Civil Engineering Report No. 8 (2003), pp. 175 - 184.