American Journal of Civil Engineering

Volume 5, Issue 2, March 2017

  • Comparison of Various Bracing System for Self-Supporting Steel Lattice Structure Towers

    Abdulaqder M. Tah, Kamiran M. Alsilevanai, Mustafa Özakça

    Issue: Volume 5, Issue 2, March 2017
    Pages: 60-68
    Received: 27 December 2016
    Accepted: 7 January 2017
    Published: 4 February 2017
    Downloads:
    Views:
    Abstract: This paper deals with the effectiveness of various bracing systems used in lattice towers. Seven types of bracings used in 4-legged square based self-supporting power transmission and telecommunication towers and four types of bracings used in 3-leg triangular based self-supporting telecommunication towers are analyzed. The investigated bracing sys... Show More
  • Problem Solving and Counter Measures for Road Accident Prone Environments

    Geena Kuruvilla, Jawahar Saud

    Issue: Volume 5, Issue 2, March 2017
    Pages: 69-74
    Received: 12 January 2017
    Accepted: 20 January 2017
    Published: 24 February 2017
    Downloads:
    Views:
    Abstract: Safe roads are the foundation for the traffic safety. An accident is an unintentional injury, incidental and unplanned event that are caused by the transfer of energy between the human body and the environment. It involves a minimum of one road vehicle during which at least a minimum of one person is dislocated or killed. They impose a huge socio-e... Show More
  • Modelling and Simulation of Water Absorption from Locally Occurring 3/8 Gravel at Different Water Cement Ratio and Curing Age Applying Deterministic Modelling Approach

    Ode. T., Eluozo S. N.

    Issue: Volume 5, Issue 2, March 2017
    Pages: 90-103
    Received: 23 August 2016
    Accepted: 31 October 2016
    Published: 4 March 2017
    Downloads:
    Views:
    Abstract: Water absorption in all in one aggregate concrete formation was monitored applying deterministic modeling approach. Several experts in the field has been applying empirical method through calibrating of experimental values, these has been developing water absorption parameters in various mix proportions to monitor strength development of concrete. ... Show More
  • Deterministic Modelling Techniques on Strain Influenced by Compressive Strength from All in One Aggregate Concrete

    Ode. T., Eluozo S. N.

    Issue: Volume 5, Issue 2, March 2017
    Pages: 104-110
    Received: 23 August 2016
    Accepted: 31 October 2016
    Published: 4 March 2017
    Downloads:
    Views:
    Abstract: Experts has express strain from various materials on different type of aggregate grade, empirical and experimental analysis has been the concept of generating these parameters, empirical modeling are generated from experimental investigation, the study on these materials was to generate its rate of strength development from all – in- one grave aggr... Show More
  • Deterministic Model on Concrete Density from Local 3/8 Gravel Influenced by Variation of Water Cement Ratios and Curing Age

    Ode. T., Eluozo S. N.

    Issue: Volume 5, Issue 2, March 2017
    Pages: 111-118
    Received: 23 August 2016
    Accepted: 31 October 2016
    Published: 4 March 2017
    Downloads:
    Views:
    Abstract: Concrete densities varies base on some level of mix design, several experts has express the densities of concrete using various grades of coarse aggregate in there mix design, these study are to express the behaviour of locally occurring 3/8 gravel concrete also known as all in one aggregate 3/8 Aggregate gravel concrete. The development of concret... Show More
  • Area-Type Adjustment Factors for Non-CBD Signalised Intersections

    Abena Agyeiwaa Obiri-Yeboah, Yaw Adubofour Tuffour, Mohammed Salifu

    Issue: Volume 5, Issue 2, March 2017
    Pages: 119-123
    Received: 28 October 2016
    Accepted: 4 January 2017
    Published: 4 March 2017
    Downloads:
    Views:
    Abstract: In the estimation of saturation flow at signalized intersections using the HCM model, the influence of area-type characteristics on flow is accounted for by the area-type adjustment factor (fa). The recommendation by the manual to use fa=0.9 for CBD-intersections and 1.0 for all others tacitly assumes that the nature of non-CBD areas does not influ... Show More