American Journal of Civil Engineering

Volume 1, Issue 3, November 2013

  • The Effect of Steel Fiber on Some Mechanical Properties of Self Compacting Concrete

    Abbas AL-Ameeri

    Issue: Volume 1, Issue 3, November 2013
    Pages: 102-110
    Received: 04 October 2013
    Accepted:
    Published: 10 November 2013
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    Abstract: Self compacting concrete (SCC) is compacting itself alone due to its self-weight and is filled almost completely while flowing in the formwork. In structural members with high percentage of reinforcement ,it fills also completely all voids and gaps. The purpose of presented research is to investigate, the fresh properties of Steel Fiber SCC and the... Show More
  • Evaluation of Torsional Capacity of Square RC Columns Strengthened with CFRP Using Finite Element Modeling

    Ahmed Sameer Younus, Ammar A. Abdul Rahman

    Issue: Volume 1, Issue 3, November 2013
    Pages: 111-123
    Received: 07 October 2013
    Accepted:
    Published: 10 November 2013
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    Abstract: Researches on behavior of reinforced concrete (RC) columns subjected to torsion including mechanical properties like cracks and failure modes are not commonly studied and investigated well. It is necessary to investigate the mechanical properties and characteristics for RC columns subjected to torsion during different types of loading including ear... Show More
  • An Experimental Study of Longitudinal Velocity Distribution at Cross-over and Bend Section of a Compound Meandering Channel

    Md. S. M. Khan, Md. Abdullah Al Amin, Md. Mafizur Rahman, Sarder Rafee Musabbir, K. M. Julfikar Tareq

    Issue: Volume 1, Issue 3, November 2013
    Pages: 124-128
    Received: 25 October 2013
    Accepted:
    Published: 20 November 2013
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    Abstract: Generally, river flow can be schematized as compound meandering channel in which the longitudinal velocity distributions in the crossover and bend section are completely different and quite intricate. Engineers, Planners and Researchers are highly interested in predicting accurately as well as estimating quantitatively and reliably the longitudinal... Show More
  • Evaluation Conduct of Deep Foundations Using 3D Finite Element approach

    Jasim M Abbas

    Issue: Volume 1, Issue 3, November 2013
    Pages: 129-134
    Received: 06 December 2013
    Accepted:
    Published: 20 December 2013
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    Abstract: In most practical situations, the pile either include circular or rectangular cross-section. The pile with circular cross-sectional shape usually analyzed in previous studies and little for the second type. While, no studies included comparison between those common types to understand and recommend which is batter for case of deep foundations. Ther... Show More