{"id":17399,"date":"2022-05-11T00:00:00","date_gmt":"2022-05-11T00:00:00","guid":{"rendered":"https:\/\/engineering.uodiyala.edu.iq\/%d8%b9%d9%86%d8%a7%d9%88%d9%8a%d9%86-%d8%b1%d8%b3%d8%a7%d8%a6%d9%84-%d8%a7%d9%84%d9%85%d8%a7%d8%ac%d8%b3%d8%aa%d9%8a%d8%b1-%d8%a7%d9%84%d9%85%d9%86%d8%ac%d8%b2%d8%a9\/"},"modified":"2023-03-13T15:04:54","modified_gmt":"2023-03-13T15:04:54","slug":"%d8%b9%d9%86%d8%a7%d9%88%d9%8a%d9%86-%d8%b1%d8%b3%d8%a7%d8%a6%d9%84-%d8%a7%d9%84%d9%85%d8%a7%d8%ac%d8%b3%d8%aa%d9%8a%d8%b1-%d8%a7%d9%84%d9%85%d9%86%d8%ac%d8%b2%d8%a9","status":"publish","type":"page","link":"https:\/\/engineering.uodiyala.edu.iq\/?page_id=17399","title":{"rendered":"\u0639\u0646\u0627\u0648\u064a\u0646 \u0631\u0633\u0627\u0626\u0644 \u0627\u0644\u0645\u0627\u062c\u0633\u062a\u064a\u0631 \u0627\u0644\u0645\u0646\u062c\u0632\u0629"},"content":{"rendered":"<p style=\"text-align: center;\"><u><strong><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\"><span style=\"color: #800000;\">\u0639\u0646\u0627\u0648\u064a\u0646 \u0631\u0633\u0627\u0626\u0644 \u0627\u0644\u0645\u0627\u062c\u0633\u062a\u064a\u0631 \u0627\u0644\u0645\u0646\u062c\u0632\u0629 \u0644\u0642\u0633\u0645 \u0627\u0644\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0645\u062f\u0646\u064a\u0629<\/span><\/span><\/span><\/strong><\/u><\/p>\n<hr \/>\n<table dir=\"ltr\" style=\"width: 800px;\" border=\"1\" cellspacing=\"0\" cellpadding=\"0\" align=\"center\">\n<tbody>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">1<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Effect of Heating on Deep Beams Cast By Row Water<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">2<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">ULTIMATE shaft resistance of tension pile in gypseous soils<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/Ultimate Shaft Resistance of Tension Pile in Gypseous Soils.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">3<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">hydro \u2013chemical evaluation of shallow ground water in alluvial aquifers (al mansourieh region as a case study )<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/Hydro-chemical evaluation of shallow ground.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">4<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">An Investigation About Potential Benefits and Challenges Of Using (BIM) in Iraqi Construction Projects<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/An Investigation About Potential Benefits and Challenges of Using (BIM) In Iraqi.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">5<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Adoption Building information Modeling (BIM) Technology to compare Methods of communication between the design and implementation Entities In Construction Projects<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/COMPARING THE COMMUNICATION METHODS IN IRAQ.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">6<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Strength and behavior of bubbled reinforced concrete one way slab<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/Strength and Behavior of Bubbled Reinforced Concrete One Way Slab.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">7<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Relationship Between Void Ratio and Permeability for gypseous soil Under Dynamic load<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/Relationship between Void Ratio and Permeability for Gypseous Soil under Dynamic Load.docx\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">8<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Revitlalization of completed structures using Building Information Modeling<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/REVITALIZATION of COMPLETED STRUCTURES USING BUILDING.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">9<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Managing Of cost Risks Generated From Risk Responses In construction Projects<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/ABSTRACTMANAGING OF COST RISKS GENERATED .docx\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<p style=\"text-align: center;\">by<\/p>\n<p style=\"text-align: center;\"><strong><em>Rowedah Hussein Ali<\/em><\/strong><\/p>\n<p style=\"text-align: center;\"><strong><em>Supervised by<\/em><\/strong><\/p>\n<p style=\"text-align: center;\"><strong><em>Ass. Prof. Dr. Hafeth Ibrahim Naji, Ph.D<\/em><\/strong><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">10<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Elastic \u2013 Plastic Behavior Of circular Hollow Steel\u00a0 Tube Sections Subjected\u00a0 to Bending<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/Elastic-Plastic behavior of circularAbstract.docx\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<p style=\"text-align: center;\"><em><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">By Manahel Shahath Khalaf<\/span><\/span><\/em><\/p>\n<p style=\"text-align: center;\"><em><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Supervisor by Prof. Dr. Amer M. Ibrahim<\/span><\/span><\/em><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">11<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Evaluation\u00a0 of himeran Reservoir sedimentation by using HEC \u2013HMS software<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/Evaluation of Himeran Reservoir Sedimentation.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">By Yousif Wathiq Ameen<\/span><\/span><\/p>\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Supervisor by Prof. Dr. Thair H. Abdullah Al-Jubouri Assist. Prof. Dr. Qassem H. Jalut<\/span><\/span><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">12<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Controlling System On Change Management for Construction Sector in Risky Environment<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/Controlling System on Change Management for Construction Sector.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">13<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Flexural Behavior OF Reinforced lightwehght Foamed concrete beams using gfrp bars<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/Flexural Behavior of Reinforced Lightweight Foamed Concrete.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">14<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">A Laboratory study for a single pile subjected to Vertical and Horizontal forces<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/A LABORATORY STUDY FOR A SINGLE PILE SUBJECTED TO VERTICAL.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">15<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Improvement Of some Soft Clay Soil Properties using Geopolymer Materials<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/IMPROVEMENT OF SOME SOFT CLAY SOIL PROPERTIES BY.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">16<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Behavior OF pile Subjected TO Axial and Cyclic Lateral Loads in Sandy Soil<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/Behavior of pile subjected to axial and cyclic lateral1 loads in sandy soil_p09-10.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">17<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Structural behavior of reinforcing struts and ties in reinforced concrete pile caps<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/Structural Behavior of Reinforcing Struts and Ties in Reinforced Concrete.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">18<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">\u00a0Behavior Of Self \u2013 compacted concrete Deep Beams with Reinforced compressive<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/Behavior of Self\u2013 Compacted Concrete Deep Beams with Reinforced.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">19<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">\u00a0Flexural BEHAVIOR of Reinforced Concrete Beams using super Absorbent polymer As internal Curing<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/flexural behavior of reinforced concrete beam using super absorbent polymer as internal curing_p4-5.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">20<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">\u00a0shear and Flexural Behavior of Wide BEAMS Strengthening with Cfrp for different details of reinforcement<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/Shear and Flexural Behavior of Wide Beams Strengthening With CFRP for.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">21<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Mathematical modeling of Rainwater harvesting system for upper khanaqin in Diyala governorate<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/Mathematical Modeling of Rainwater Harvesting Systems for Upper.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">22<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Flow of water and solute transport in unsaturated soil zone by using shallow ground water<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">23<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">punching shear capacity of reinforced lightweight foamed concrete two \u2013 way slabs using varies shear reinforcing systems<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/Punching Shear Capacity of Reinforced Lightweight Foamed Concrete Two-Way.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">24<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Evaluation of main and secondary channel system of al khalis irrigation project<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/Evaluation of Main and Secondary Channel System of Al-Khalis.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 37px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">25<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 633px;\">\n<p style=\"text-align: center;\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">fatigue performance of al sabtea bridge under the effects of Dynamic Vehicle Loads<\/span><\/span><\/p>\n<hr \/>\n<p style=\"text-align: center;\"><a href=\"\/uploads\/\u0645\u0639\u0644\u0648\u0645\u0627\u062a \u0627\u0644\u0627\u0642\u0633\u0627\u0645\/\u0627\u0644\u0645\u062f\u0646\u064a\/thesis\/Fatigue Performance of AL-Sabtea Bridge Under the Effects.pdf\"><span style=\"font-size: 16px;\"><span style=\"font-family: droidkufi;\">Abstract<\/span><\/span><\/a><\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"excerpt":{"rendered":"<p>\u0639\u0646\u0627\u0648\u064a\u0646 \u0631\u0633\u0627\u0626\u0644 \u0627\u0644\u0645\u0627\u062c\u0633\u062a\u064a\u0631 \u0627\u0644\u0645\u0646\u062c\u0632\u0629 \u0644\u0642\u0633\u0645 \u0627\u0644\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u0645\u062f\u0646\u064a\u0629 1 Effect of Heating on Deep Beams Cast By Row Water Abstract 2 ULTIMATE shaft resistance of tension pile in gypseous soils Abstract 3 hydro \u2013chemical evaluation of shallow ground water in alluvial &hellip; <\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"open","ping_status":"open","template":"","meta":{"_bbp_topic_count":0,"_bbp_reply_count":0,"_bbp_total_topic_count":0,"_bbp_total_reply_count":0,"_bbp_voice_count":0,"_bbp_anonymous_reply_count":0,"_bbp_topic_count_hidden":0,"_bbp_reply_count_hidden":0,"_bbp_forum_subforum_count":0,"pmpro_default_level":"","footnotes":""},"class_list":["post-17399","page","type-page","status-publish","hentry","pmpro-has-access"],"_links":{"self":[{"href":"https:\/\/engineering.uodiyala.edu.iq\/index.php?rest_route=\/wp\/v2\/pages\/17399","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/engineering.uodiyala.edu.iq\/index.php?rest_route=\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/engineering.uodiyala.edu.iq\/index.php?rest_route=\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/engineering.uodiyala.edu.iq\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/engineering.uodiyala.edu.iq\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=17399"}],"version-history":[{"count":2,"href":"https:\/\/engineering.uodiyala.edu.iq\/index.php?rest_route=\/wp\/v2\/pages\/17399\/revisions"}],"predecessor-version":[{"id":22721,"href":"https:\/\/engineering.uodiyala.edu.iq\/index.php?rest_route=\/wp\/v2\/pages\/17399\/revisions\/22721"}],"wp:attachment":[{"href":"https:\/\/engineering.uodiyala.edu.iq\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=17399"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}