Effect of Water- Cement Ratio (w/c) on Mechanical Properties of Self-Compacting Concrete (Case Study)
Nowadays, the performance required for concrete
structures is more complicated and diversified. Self-compacting
concrete is a fluid mixture suitable for placing in structures with
congested reinforcement without vibration. Self-compacting concrete
development must ensure a good balance between deformability and
stability. Also, compatibility is affected by the characteristics of
materials and the mix proportions; it becomes necessary to evolve a
procedure for mix design of SCC.
This paper presents an experimental procedure for the design of
self-compacting concrete mixes with different water-cement ratios
(w/c) and other constant ratios by local materials. The test results for
acceptance characteristics of self-compacting concrete such as slump
flow, V-funnel and L-Box are presented. Further, compressive
strength, tensile strength and modulus of elasticity of specimens were
also determined and results are included here
[1] Nagamoto N., Ozawa K., Mixture properties of Self-Compacting,
High-Performance Concrete, Proceedings, Third CANMET/ACI
International Conferences on Design and Materials and Recent
Advances in Concrete Technology, SP-172, V. M. Malhotra,
American Concrete Institute, Farmington Hills, Mich. 1997, p. 623-
637.
[2] Khayat K.H., Ghezal A., Utility of Statistical models in Proportioning
Self-Compacting Concrete, Proceedings, RILEM International
symposium on Self-Compacting Concrete, Stockholm, 1999, p. 345-
359.
[3] Okamura H., Ozawa K., Mix Design for Self-Compacting Concrete,
Concrete Library of Japanese Society of Civil Engineers, June 25,
1995, p. 107-120.
[4] ASTM C494/C494M-99a "Standard Specification for Chemical
Admixtures for Concrete".
[5] ASTM C33-99a, "Standard specification for concrete aggregates".
[6] ACI 211.1-Reapproved 1997, "Standard Practice for Selection of
Proportions for Normal, Heavy Weight and Mass Concrete",
American Concrete Institute.
[7] EFNARC (European Federation of national trade associations
representing producers and applicators of specialist building
products), Specification and Guidelines for self-compacting concrete,
February 2002, Hampshire, U.K.
[8] ASTAM C192/C192M-98, "Standard Practice for Making and Curing
Concrete Test Specimens in the Laboratory".
[9] ASTAM C496-96, "Standard Test Method for Splitting Tensile
Strength of Cylindrical Concrete Specimens".
[10] ACI 318-05, "Building Code Requirements for Structural Concrete".
[11] ASTM C31/C31M-00, "Standard Practice for Making and Curing
Concrete Test Specimens in the Field".
[12] ASTM C496-96, "Standard Test Method for Splitting Tensile
Strength of Cylindrical Concrete Specimens".
[1] Nagamoto N., Ozawa K., Mixture properties of Self-Compacting,
High-Performance Concrete, Proceedings, Third CANMET/ACI
International Conferences on Design and Materials and Recent
Advances in Concrete Technology, SP-172, V. M. Malhotra,
American Concrete Institute, Farmington Hills, Mich. 1997, p. 623-
637.
[2] Khayat K.H., Ghezal A., Utility of Statistical models in Proportioning
Self-Compacting Concrete, Proceedings, RILEM International
symposium on Self-Compacting Concrete, Stockholm, 1999, p. 345-
359.
[3] Okamura H., Ozawa K., Mix Design for Self-Compacting Concrete,
Concrete Library of Japanese Society of Civil Engineers, June 25,
1995, p. 107-120.
[4] ASTM C494/C494M-99a "Standard Specification for Chemical
Admixtures for Concrete".
[5] ASTM C33-99a, "Standard specification for concrete aggregates".
[6] ACI 211.1-Reapproved 1997, "Standard Practice for Selection of
Proportions for Normal, Heavy Weight and Mass Concrete",
American Concrete Institute.
[7] EFNARC (European Federation of national trade associations
representing producers and applicators of specialist building
products), Specification and Guidelines for self-compacting concrete,
February 2002, Hampshire, U.K.
[8] ASTAM C192/C192M-98, "Standard Practice for Making and Curing
Concrete Test Specimens in the Laboratory".
[9] ASTAM C496-96, "Standard Test Method for Splitting Tensile
Strength of Cylindrical Concrete Specimens".
[10] ACI 318-05, "Building Code Requirements for Structural Concrete".
[11] ASTM C31/C31M-00, "Standard Practice for Making and Curing
Concrete Test Specimens in the Field".
[12] ASTM C496-96, "Standard Test Method for Splitting Tensile
Strength of Cylindrical Concrete Specimens".
@article{"International Journal of Architectural, Civil and Construction Sciences:55899", author = "Hamed Ahmadi Moghadam and Omolbanin Arasteh Khoshbin", title = "Effect of Water- Cement Ratio (w/c) on Mechanical Properties of Self-Compacting Concrete (Case Study)", abstract = "Nowadays, the performance required for concrete
structures is more complicated and diversified. Self-compacting
concrete is a fluid mixture suitable for placing in structures with
congested reinforcement without vibration. Self-compacting concrete
development must ensure a good balance between deformability and
stability. Also, compatibility is affected by the characteristics of
materials and the mix proportions; it becomes necessary to evolve a
procedure for mix design of SCC.
This paper presents an experimental procedure for the design of
self-compacting concrete mixes with different water-cement ratios
(w/c) and other constant ratios by local materials. The test results for
acceptance characteristics of self-compacting concrete such as slump
flow, V-funnel and L-Box are presented. Further, compressive
strength, tensile strength and modulus of elasticity of specimens were
also determined and results are included here", keywords = "Self-Compacting Concrete, Mix Design,
Compressive Strength, Tensile Strength, Modulus of Elasticity", volume = "6", number = "5", pages = "329-4", }