Iraqi Academic Scientific Journals

Effect of Shape and Slenderness Ratio on the Behavior of Laterally

Jasim M. Abbas

Al-Nahrain Journal for Engineering Sciences, 2008, Volume 11, Issue 1, Pages 19-27

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INFLUENCE OF SOIL STRENGTH PARAMETERS ON THE LATERAL PILE RESPONSE

Jasim M. Abbas

DIYALA JOURNAL OF ENGINEERING SCIENCES, 2010, Volume Engineering Sc. Conference, Issue First, Pages 213-221

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2D-FEM FOR ASSESSMENT OF SLOPE STABILITY

Jasim M Abbas

DIYALA JOURNAL OF ENGINEERING SCIENCES, 2015, Volume 8, Issue 2, Pages 84-98

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SLOPE STABILITY EVALUATIONS BY FINITE ELEMENT METHODS IN DIFFERENT SOIL PROPERTIES

Jasim M Abbas

DIYALA JOURNAL OF ENGINEERING SCIENCES, 2015, Volume 8, Issue 4, Pages 13-19

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SLOPE STABILITY ANALYSIS FOR EARTH DAMS USING (GEO-SLOPE/W)

Jasim M Abbas, Zainab Ali Mutiny

DIYALA JOURNAL OF ENGINEERING SCIENCES, 2018, Volume 11, Issue 1, Pages 70-81

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Effect of Spacing and Cross-Sectional Shape on Piled Raft System Subjected to Lateral Cyclic Loading

Wafaa A.Saleh, Jasim M. Abbas

DIYALA JOURNAL OF ENGINEERING SCIENCES, 2020, Volume 13, Issue 3, Pages 114-122

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The Behavior of Pile Group Under Inclined Static Load With Different Angle of Inclination in Sandy Soil

Reyah D. Khurshed, Jasim M. Abbas

DIYALA JOURNAL OF ENGINEERING SCIENCES, 2021, Volume 14, Issue 2, Pages 52-61

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Stabilization Soft Clay Soil using Metakaolin Based Geopolymer

Shams O. Abdulkareem, Jasim M. Abbas

DIYALA JOURNAL OF ENGINEERING SCIENCES, 2021, Volume 14, Issue 3, Pages 131-140

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Lateral Performance for Long Pile Subjected to Simultaneous Axial and Lateral Loads in Dense Sand: An Experimental Study

Jasim M. Abbas, Qasim I. Hussain

DIYALA JOURNAL OF ENGINEERING SCIENCES, 2019, Volume 12, Issue 2, Pages 110-114

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Sensitivity Analysis for Dam Breach Parameters Using Different Approaches for Hamrin Dam

Israa Dheyaa Abdulrazzaq, Qassem H. Jalut, Jasim M. Abbas

DIYALA JOURNAL OF ENGINEERING SCIENCES, 2021, Volume 14, Issue 4, Pages 90-97

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Found: 12 resources

Effect of Shape and Slenderness Ratio on the Behavior of Laterally

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INFLUENCE OF SOIL STRENGTH PARAMETERS ON THE LATERAL PILE RESPONSE

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2D-FEM FOR ASSESSMENT OF SLOPE STABILITY

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SLOPE STABILITY EVALUATIONS BY FINITE ELEMENT METHODS IN DIFFERENT SOIL PROPERTIES

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SLOPE STABILITY ANALYSIS FOR EARTH DAMS USING (GEO-SLOPE/W)

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Effect of Spacing and Cross-Sectional Shape on Piled Raft System Subjected to Lateral Cyclic Loading

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The Behavior of Pile Group Under Inclined Static Load With Different Angle of Inclination in Sandy Soil

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Stabilization Soft Clay Soil using Metakaolin Based Geopolymer

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Lateral Performance for Long Pile Subjected to Simultaneous Axial and Lateral Loads in Dense Sand: An Experimental Study

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Sensitivity Analysis for Dam Breach Parameters Using Different Approaches for Hamrin Dam

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