Search Results - Al-Saidi, A’amal A.H.

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  1. 1
    Evaluation of the Influence of De-sanding (Recycling System) Process on the Pile Bearing Capacity Using Full Scale Models

    Evaluation of the Influence of De-sanding (Recycling System) Process on the Pile Bearing Capacity Using Full Scale Models by Hasan, Haider N., Al-Saidi, A'amal A.H.

    Published in Journal of Engineering
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  2. 2
    Optimum Reinforcement Depth Ratio for Sandy Soil Enhancement to Support Ring Footing Subjected to a Combination of Inclined-Eccentric Load

    Optimum Reinforcement Depth Ratio for Sandy Soil Enhancement to Support Ring Footing Subjected to a Combination of Inclined-Eccentric Load by Ali, Jumana Yousif Mohammed, Al-Saidi, A’amal A.H.

    Published in Journal of Engineering
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  3. 3
    Erratum to: Enhancing the Ability of The Square Footing to Resist Positive and Negative Eccentric Inclined Loading Using an Inclined Skirt

    Erratum to: Enhancing the Ability of The Square Footing to Resist Positive and Negative Eccentric Inclined Loading Using an Inclined Skirt by Salah Alhalbusi, Ghazwan, Al-Saidi, A’amal A.H.

    Published in E3S web of conferences
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  4. 4
    The Optimum Reinforcement Layer Number for Soil under the Ring Footing Subjected to Inclined Load

    The Optimum Reinforcement Layer Number for Soil under the Ring Footing Subjected to Inclined Load by Ameer, Hussein, Al-Saidi, A’amal A.H.

    Published in Journal of Engineering
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  5. 5
    Effect of polymer and bentonite on the performance of bored pile: A review

    Effect of polymer and bentonite on the performance of bored pile: A review by Hasan, Haider N., Al-Saidi, A’amal A. H.

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  6. 6
    A review on the performance of shallow footings resting on reinforced sandy soil subjected to inclined loads

    A review on the performance of shallow footings resting on reinforced sandy soil subjected to inclined loads by Bachay, Hussein Ameer, Al-Saidi, A’amal A. H.

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  7. 7
    Enhancing the ability of the square footing to resist positive and negative eccentric-inclined loading using an inclined skirt

    Enhancing the ability of the square footing to resist positive and negative eccentric-inclined loading using an inclined skirt by Salah Alhalbusi, Ghazwan, Al-Saidi, A’amal A.H.

    Published in E3S web of conferences
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  8. 8
    Reinforcement of sandy soil performance to supporting shallow footing under eccentrically-inclined load: A review

    Reinforcement of sandy soil performance to supporting shallow footing under eccentrically-inclined load: A review by Ali, Jumana Y. M., Al-Saidi, A’amal A. H.

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