Iraqi Academic Scientific Journals

Development Bearing Capacity of Piles Embedded in Clayey Soil

Awf A. Al-Kaisi, Falah H. Rahil, Mohanned Q. Waheed

Engineering and Technology Journal, 2018, Volume 36, Issue 3 Part (A) Engineering, Pages 315-321

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Comparison of the Behavior for Free Standing Pile Group and Piles of Piled Raft

Awf A. Al-Kaisi, Falah H. Rahil, Mohanned Q.Waheed

Engineering and Technology Journal, 2018, Volume 36, Issue 4 Part (A) Engineering, Pages 373-380

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Skin Friction Between Undisturbed over Consolidated Silty Clay Soils and Concrete

Azad Abbas Ahmed, Zuhair Kadhim JahanGer

Journal of Engineering, 2008, Volume 14, Issue 4, Pages 3068-3076

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MHD Stagnation-Point Flow of Non-Newtonian Fluid and Heat Transfer over Stretching/Shrinking Sheet in a Porous Medium

Ala'a Abdul-Raheem Hammodat, Anas Ihsan Basheer

JOURNAL OF EDUCATION AND SCIENCE, 2019, Volume 28, Issue 1, Pages 71-82

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Studying the effects of negative skin friction on driven pile groups in Basrah governorate

Jasim M. Al-Battat, Haider S. Al-Jubair

Iraqi Journal of Civil Engineering, 2021, Volume 15, Issue 1, Pages 24-27

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Relation Between Standerd Penetration Test And Skin Resistance Of Driven Concrete Pile In Over-consolidated Clay Soil

Zuhair Kadhim JahanGer

Journal of Engineering, 2011, Volume 17, Issue 5, Pages 1355-1370

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EFFECT OF THE EXTERNAL PARALLEL ACOUSTIC EXCITATION ON THE ADVERS PRESSURE GRADIENT (APG)

Ibtissam Mahdi Shihab Hanaa Abdul Hadi Eman Shaker Hussein

Iraqi journal of mechanical and material engineering, 2016, Volume 16, Issue 2, Pages 100-116

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Development Bearing Capacity of Piles Embedded in Clayey Soil

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Comparison of the Behavior for Free Standing Pile Group and Piles of Piled Raft

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Skin Friction Between Undisturbed over Consolidated Silty Clay Soils and Concrete

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MHD Stagnation-Point Flow of Non-Newtonian Fluid and Heat Transfer over Stretching/Shrinking Sheet in a Porous Medium

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Studying the effects of negative skin friction on driven pile groups in Basrah governorate

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Relation Between Standerd Penetration Test And Skin Resistance Of Driven Concrete Pile In Over-consolidated Clay Soil

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EFFECT OF THE EXTERNAL PARALLEL ACOUSTIC EXCITATION ON THE ADVERS PRESSURE GRADIENT (APG)

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