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Madeh Izat Hamakareem - Comments

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  1. On: June 17, 2014 Posted in Foundation Engineering, Geotechnical Engineering, Soil Engineering

    How does Aggregate Properties Affect Concrete?

    Madeh Izat Hamakareem

    Madeh Izat Hamakareem

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    Madeh Izat Hamakareem
    Replied to comment on April 14, 2020 at 12:30 am

    Well-graded aggregate would lower the water demand of concrete mixture. The particles of well-graded aggregate can be densely packed in concrete, and hence the voids between them decrease. As a result, the strength of concrete is improved, permeability decreased, and therefore durability improved.

    Well-graded aggregate would lower the water demand of concrete mixture. The particles of well-graded aggregate can be densely packed in concrete, and hence the voids between them decrease. As a result, the strength of concrete is improved, permeability decreased, and therefore durability improved.

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  2. On: March 20, 2020 Posted in Foundation Engineering, Geotechnical Engineering, Soil Engineering

    Azimuths and Bearings in Surveying-Difference & Determination

    Madeh Izat Hamakareem

    Madeh Izat Hamakareem

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    Madeh Izat Hamakareem
    Replied to comment on March 22, 2020 at 2:31 pm

    Clockwise

    Clockwise

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  3. On: May 12, 2013 Posted in Foundation Engineering, Geotechnical Engineering, Soil Engineering

    Reinforced Concrete Slab Design Guidelines

    Madeh Izat Hamakareem

    Madeh Izat Hamakareem

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    Madeh Izat Hamakareem
    Replied to comment on March 16, 2020 at 11:21 pm

    This table is not related to loads. BS8110 provides a table for span to depth ratio which is based one total unfactored dead and imposed load. For instance, for 5KN/m^2 imposed on simply supported slab , D/L =29, 10KN/m^2, D/L=25, and 20KN/m^2, D/L=22.

    This table is not related to loads.
    BS8110 provides a table for span to depth ratio which is based one total unfactored dead and imposed load.
    For instance, for 5KN/m^2 imposed on simply supported slab , D/L =29, 10KN/m^2, D/L=25, and 20KN/m^2, D/L=22.

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  4. On: May 3, 2019 Posted in Foundation Engineering, Geotechnical Engineering, Soil Engineering

    7 Different Types of Spillways

    Madeh Izat Hamakareem

    Madeh Izat Hamakareem

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    Madeh Izat Hamakareem
    Replied to comment on March 13, 2020 at 3:32 am

    Thanks Michael J Powell, it is been corrected.

    Thanks Michael J Powell, it is been corrected.

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  5. On: October 22, 2010 Posted in Foundation Engineering, Geotechnical Engineering, Soil Engineering

    Minimum Height and Size Standards for Rooms in Buildings

    Madeh Izat Hamakareem

    Madeh Izat Hamakareem

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    Madeh Izat Hamakareem
    Added a comment on February 29, 2020 at 6:28 pm

    Please visit: https://theconstructor.org/concrete/rice-husk-ash-concrete-construction/15725/ https://theconstructor.org/concrete/rice-husk-ash-concrete-characteristics/15809/

    Please visit:
    https://theconstructor.org/concrete/rice-husk-ash-concrete-construction/15725/
    https://theconstructor.org/concrete/rice-husk-ash-concrete-characteristics/15809/

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  6. On: December 21, 2019 Posted in Foundation Engineering, Geotechnical Engineering, Soil Engineering

    Mechanization in Construction Industry- Motivations, and Advantages

    Madeh Izat Hamakareem

    Madeh Izat Hamakareem

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    Madeh Izat Hamakareem
    Replied to comment on February 29, 2020 at 3:11 am

    You welcome.

    You welcome.

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  7. On: August 6, 2019 Posted in Foundation Engineering, Geotechnical Engineering, Soil Engineering

    How to Make Deductions in Masonry Construction Estimation?

    Madeh Izat Hamakareem

    Madeh Izat Hamakareem

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    Madeh Izat Hamakareem
    Replied to comment on February 4, 2020 at 3:09 am

    Equation 4 is used for the deduction of semi circular part and square portion of the opening. So, use equation 4. The previous equations are for explanations.

    Equation 4 is used for the deduction of semi circular part and square portion of the opening. So, use equation 4. The previous equations are for explanations.

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