Sustainability and Emerging Concrete Materials and Their Relevance to the Middle East

Judicial use of cement coupled with the beneficial employment of certain so called 'industrial waste products' constitute the backbone of a sustainable concrete technology. The use of fly ash, ground granulated blast furnace slag (GGBFS), rice husk ash, condensed silica fume (CSF), metakaolin and recycled concrete, bricks and other materials are all gaining varying degrees of acceptance from engineers and the society. Careful design that considers long-term durabil- ity coupled with the use of 'waste' materials other than cement and natural aggregates can further enhance the sustainabil- ity of structures. High performance concrete (HPC) which is becoming the concrete of choice for rapidly emerging new and strong economies, can provide the opportunity for sustainable design and material use. The inclusion of industrial by- products in the production of high-strength-high-performance concrete is a significant contribution to sustainable industry. As research publications abound with results showing benefits of certain materials whether from waste products or other- wise, it is the duty of the engineer to judge whether one or all of such materials should be used. A judgment, as this, needs to be based on the particular circumstances that dominate the building in question.

[1]  P. Richard,et al.  Composition of reactive powder concretes , 1995 .

[2]  J. Bai,et al.  Metakaolin and calcined clays as pozzolans for concrete: a review , 2001 .

[3]  Ángel Palomo,et al.  Alkali-activated fly ashes: A cement for the future , 1999 .

[4]  J. Larbi,et al.  The chemistry of the pore fluid of silica fume-blended cement systems , 1990 .

[5]  E. Gartner Industrially interesting approaches to “low-CO2” cements ☆ , 2004 .

[6]  M. Connell,et al.  The long term performance of high slag concrete , 1998 .

[7]  Velu Saraswathy,et al.  Corrosion performance of rice husk ash blended concrete , 2007 .

[8]  Mark D Luther HIGH-PERFORMANCE SILICA FUME (MICROSILICA)--MODIFIED CEMENTITIOUS REPAIR MATERIALS , 1990 .

[9]  V. Malhotra Role of supplementary cementing materials in reducing greenhouse gas emissions , 1999 .

[10]  D. Van Gemert,et al.  Cement concrete and concrete-polymer composites: Two merging worlds. A report from 11th ICPIC Congress in Berlin, 2004 , 2005 .

[11]  O. Kayali Fly ash lightweight aggregates in high performance concrete , 2008 .

[12]  Darryl Wimberley A rock and a hard place , 1999 .

[13]  P. L. Pratt,et al.  Quantitative characterization of the transition zone in high strength concretes , 1988 .

[14]  Lars Christian F. Ingerslev Precast Concrete for the Bahrain Causeway , 1989 .

[15]  Ernst Worrell,et al.  Emission Reduction of Greenhouse Gases from the Cement Industry , 2003 .

[16]  A Pierre Claude,et al.  CEMENTS OF YESTERDAY AND TODAY CONCRETE OF TOMORROW , 2000 .

[17]  D. Roy Alkali-activated cements Opportunities and challenges , 1999 .

[18]  Ángel Palomo,et al.  Composition and Microstructure of Alkali Activated Fly Ash Binder: Effect of the Activator , 2005 .

[19]  William T. Choate,et al.  Energy and Emission Reduction Opportunities for the Cement Industry , 2003 .

[20]  Frank Rendell,et al.  Origin of the pozzolanic effect of rice husks , 2000 .

[21]  R. Hooton INFLUENCE OF SILICA FUME REPLACEMENT OF CEMENT ON PHYSICAL PROPERTIES AND RESISTANCE TO SULFATE ATTACK, FREEZING AND THAWING, AND ALKALI-SILICA REACTIVITY , 1993 .

[22]  O. A. Kayyali STUDY OF AGGREGATES USED FOR CONCRETE IN KUWAIT , 1984 .

[23]  Obada Kayali,et al.  Chloride penetration in binary and ternary blended cement concretes as measured by two different rapid methods , 2008 .

[24]  P. K. Mehta,et al.  ADVANCEMENTS IN CONCRETE TECHNOLOGY , 1999 .

[25]  P L Owens,et al.  FLY ASH AND ITS USAGE IN CONCRETE , 1979 .

[26]  Omar Saeed Baghabra Al-Amoudi,et al.  A reply to a discussion by M.N. Haque and O.A. Kayyali of the paper “carbonation and corrosion of rebars in salt contaminated OPC/PFA concrete”☆ , 1991 .

[27]  Bryant Mather,et al.  Use Less Cement , 1980 .

[28]  V. Malhotra,et al.  Structural Concrete Incorporating High Volumes of ASTM Class Fly Ash , 1989 .

[29]  Dan Ravina,et al.  Mechanical properties of structural concrete incorporating a high volume of Class F fly ash as partial fine sand replacement , 1998 .

[30]  Sidney Diamond,et al.  Consistency, setting, and strength gain characteristics of a “low porosity” Portland cement paste , 1978 .

[31]  Seth Stovack Kessler Piezoelectric-based in-situ damage detection of composite materials for structural health monitoring systems , 2002 .

[32]  A. Carles-Gibergues,et al.  Activite pouzzolanique et action de remplissage d'une fumee de silice dans les matrices de beton de haute resistance , 1988 .

[33]  B. Persson A comparison between mechanical properties of self-compacting concrete and the corresponding properties of normal concrete , 2001 .

[34]  C. Poon,et al.  A study on high strength concrete prepared with large volumes of low calcium fly ash , 2000 .

[35]  Feng Naiqian,et al.  Effect of modified zeolite on the expansion of alkaline silica reaction , 2005 .

[36]  M. N. Haque Give It a Week: 7 Days of Initial Curing , 1998 .