Iraqi Academic Scientific Journals

Embedded In Sandy Soils with Cavities

Saheem M. Al-Taie, Yousif J. Al-Shakarchi, Mosa J. Al-Mosawe

Journal of Engineering, 2007, Volume 13, Issue 1, Pages 1168-1185

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Effect of Embedment and Spacing Ratios on the Response of Lateral Load of Single and Group Piles

Aya H. Chalob, Mohammed H. Al-Dahlakib ,, Mohammed A. Al-Neamia,

Engineering and Technology Journal, 2021, Volume 39, Issue 7 Engineering & Science, Pages 1144-1152

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Numerical Simulation to Study the Effect of Combination Vertical Load and Lateral Load on Pile Performance in Cohesionless Soil

Hussein A. Shaia

University of Thi-Qar Journal for Engineering Sciences, 2015, Volume 6, Issue 3, Pages 19-30

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An Experimental and Theoretical Studies Wings Piles at Different Sandy Soil Densities

Falah H. Rahil, A. Al-Neami, Taha K. Mahdi, Mohammed

Engineering and Technology Journal, 2022, Volume 40, Issue 11 [Civil Engineering], Pages 1422-1431

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The Behavior of Piles Installed in Medium Dense Sand Within MSE Wall System

Saad F. A. Al-Wakel, Shaymaa T. Kadhim,, Salah M. Hamza*,

Engineering and Technology Journal, 2021, Volume 39, Issue 8 [Civil Engineering], Pages 1242-1249

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Effect of Diameter of Micropile on the Minaret Behavior during Earthquake, Virtual study

Haider M. Mekkiyah, Mohamed Saad Hadi*

Journal of Engineering, 2022, Volume 28, Issue 12, Pages 67-79

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Effective Moment of Inertia of Beam-Slab Section under Lateral Load

Al-Iraqia Journal for Scientific Engineering Research, 2022, Volume , Issue , Pages 18-34

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Embedded In Sandy Soils with Cavities

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Effect of Embedment and Spacing Ratios on the Response of Lateral Load of Single and Group Piles

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Numerical Simulation to Study the Effect of Combination Vertical Load and Lateral Load on Pile Performance in Cohesionless Soil

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An Experimental and Theoretical Studies Wings Piles at Different Sandy Soil Densities

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The Behavior of Piles Installed in Medium Dense Sand Within MSE Wall System

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Effect of Diameter of Micropile on the Minaret Behavior during Earthquake, Virtual study

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Effective Moment of Inertia of Beam-Slab Section under Lateral Load

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