" Distribution of Heave of Expansive Clay Supporting Model Foundations " Bulletin of the Faculty of Engineering , Assiut University , July 1982 . Vol . 7 , Part 2. " Solution of the Short Closed Circular Cylindrical Shells Under Non-Symmetrical Loads According to Moment Theory" Bulletin of the Faculty of Engineering, Assiut University, Vol. 15, Part 2, July 1987. " Behavior of R.C. Beams Mainly Failed by Static Shears as Affected by the Location of the First Stirrup From the Nearest Support " Bulletin of the Faculty of Engineering, Assiut University , Vol . 16 , Part 1 , Jan . 1988 . - " Distribution of Heave of Expansive Clay Supporting Model Foundations " Bulletin of the Faculty of Engineering , Assiut University , July 1982 . Vol .7 , Part 2 , *توزيع الانتفاخ في التربة تحت نماذج الأساسات* - " Solution of the Short Closed Circular Cylindrical Shells Under Non-Symmetrical Loads According to Moment Theory" Bulletin of the Faculty of Engineering, Assiut University, Vol. 15, Part 2, July 1987 . *حل المنشآت القشرية الأسطوانية الدائرية القصيرة تحت تأثير الأحمال الغير متماثلة وطبقاً لنظرية العزوم - " New Aspects for Constructional Errors in the New Buildings " Bulletin of the Faculty of Engineering , Assiut University , Vol .15 , Part 2 , July 1988 . *أوجه جديدة للعيوب الإنشائية في المنشآت المقدمة حديثاً * مظاهرها – أسبابها – علاجها " Behavior of R.C. Beams Mainly Failed by Static Shears as Affected by the Location of the First Stirrup From the Nearest Support " Bulletin of the Faculty of Engineering, Assiut University , Vol . 16 , Part 1 , Jan . 1988 . *تأثير تغير موضع أول كانة من أقرب ركيزة على سلوك الكمرات الخرسانية المسلحة المنهارة أساساً بالقص الإستاتيكي - " Distribution of Column Loads in Crossed Continues-Beams Foundation on Elastic Media" Bulletin of the Facultyof Engineering,Assiut University, Vol .16 , Part 1 , Jan .1988 . * توزيع أحمال الأعمدة على كمرات الأساس المتقاطعة والمستمرة (ذات مقطع حرفT) على تربة مرنة Performance of Isolated Footings Reinforced Randomly by Glass Fiber Experimental study of expansive soil in new urban areas surrounding cairo Coefficient of Consolidation and Volume Change for 3-D Consolidation EXPERIMENTAL STUDY OF EXPANSIVE SOIL IN NEW URBAN AREAS SURROUNDING CAIRO Experimental and Numerical Study on Strengthening of R.C Slabs at Tension Side Using Lower Concrete Layer Reinforced by FRP Elements Analysis of the behavior of inclined anchor by varying the inclination and elevation of tie Experimental and Numerical Study on Strengthening of R.C Slabs at Tension Side Using Lower Concrete Layer Reinforced by FRP Elements Assessment of two-way RC slabs strengthened using lower concrete layer reinforced by FRP bars Rates of Soft Ground Tunneling in Vicinity of Existing Structures PROGRESSIVE COLLAPSE ANALYSIS OF 2-D RC FRAMES USING AEM Restoration and strengthening of archaeological buildings by using anchors with injected sockets (CINTEC HARK) ترميم وتدعيم المبانى الأثرية بالتربيـط بالأسياخ الأبرية ذات الأجربة المحقونة APPLICATION OF AEM IN PROGRESSIVE COLLAPSE DYNAMICS ANALYSIS OF R.C. STRUCTURES NUMERICAL ANALYSIS OF TUNNEL BORING MACHINE IN SOFT GROUND ترميم وتدعيم المبانى الأثرية بالتربيـط بالأسياخ الأبرية ذات الأجربة المحقونة Restoration and strengthening of archaeological buildings by using anchors with injected sockets (CINTEC HARK) Studying the behavior of different parameters on inclined anchors ترميم المباني الأثرية بالبوليمرات المسلحة بالألياف الكربونية Restoration of archaeological buildings with carbon fiber reinforced polymers RESPONSE OF THE RAFT FOUNDATIONS UNDER DYNAMIC LOADS Numerical Estimation and Analysis of Effective Width of Composite Beams With Ribbed Slab RESPONSE Of A BLOCK FOUNDATION TO AN ECCENTRIC PERIODIC FORCE Sulfoaluminate-belit cement from limestone, phophogypsum and other waste product Effect of RHA – Additives and Compaction Time Delay on Swelling Pressure and Swilling Potential of Clayey Soil إستعدال ميل ستة عقود وركائزها بسور مجرى العيون الأثرى CORRECTION OF INCLINING SIX ARCHES AND IT’S PILLARS OF THE ARCHOULOGICAL AQUEDUCT MAJRA AL-UYUN HIGHER EDUCATION IN EGYPT Effect of multi-layers soil under hydraulic structures on seepage characteristics Experimental investigation of the effect of multi-layers of soil under hydraulic structures on seepage characteristics Geotextiles as Subgrade Soil Improvement For The Delta Region Highway Construction Application of Rutting and Creep Tests on Hot Asphalt Mixes Using Modified Asphalt Cement Reinforced Soft Clay by Fibers تقوية الطين اللين بالألياف Early Prediction of Initial Stiffness of Composite Joints Geotextiles as Subgrade Soil Improvement For The Delta Region Highway Construction Improving of Consolidation Characteristics of Soft Clay by Rice Husk Ash Effect of Additives Materiel on the Geotechnical Properties of Swelling Soil using micropiles for restoration and strengthening egyptian Behaviour of Fiber Reinforced Sand Under Isolated Footing behavior of asphalt mixtures using modified asphalt cement حول تدعيم المباني الأثرية المصرية بالخوازيق الإبرية Feasibility of utilizing some waste materials as a reinforcing agents for hot mix asphalt ملائمة استخدام بعض المخلفات كمواد محسنة للخلطات الأسفلتية الساخنة ملائمة استخدام نباتات مورد النيل ونشارة الخشب كمواد محسنة للخلطات الأسفلتية الساخنة Modification of asphalt cement properties with polypropylene Effect of eichhornia plants and wood-saw dust on the asphalt cement properties A DECISION SUPPORT SYSTEM FOR MAXIMIZING CONTRACTOR ACTUAL PROFITABILITY “ Properties of fresh and hardened concrete containing slag and silica fume ” . " خواص الخرسانة الطازجة والمتصلدة المحتوية على غبار السيليكا وخبث الحديد Effect of Reinforcing Elements Area on the Behavior of Random Reinforced Sand المياه الأرضية في محافظة المنوفية وآثارها Elastic Stability of Portal Frames Restrained by Roof Sheeting Under Static Loads " Effect of Waste Water on the Deformation Behavior of Fine-Grained Soils " Geotechnical Analysis of the Foundation Soil Affected by Waste Water تطوير التعليم المستمر في مجال الهندسة الإنشائية يبدأ بتطوير التعليم الهندسي Development of Continuous Education of Structural Engineering Begins with developing Engineering Education arabization of structural engineering sciences تعريب علوم الهندسة الإنشائية . . . واقعه وكيفية تطويره . Effect of Lime and Rice Husk Ash Addition and Compaction Delay on Geotechnical properties of Clay Influence of Waste Water on Index properties of Fine Grained Soil Effect of Addition of Rice Husk Ash on Geotechnical Properties of Collapsing Soils تأثير إضافة رماد قشر الأرز على الصفات الجيوتكنيكية للتربة الإنهارية Effect of the Circumstances Surrounded Foundations on the Safety of Structures behavior of strap footings with tie-beam resting on soil Investigating Highway Pavement Base and Sub base Stabilization Comparison Between Soils Stabilized with Lime-RHA or Cement-RHA Mixtures مقارنة بين تحسين التربة الناعمة بخليط من الجير أو الأسمنت مع رماد قشر الأرز Effect of Compaction Delays on the Strength of Soil Stabilized with Lime-RHA or Cement-RHA Mixtures تأثير زمن الدمك على مقاومة التربة المحسنة بخلطات الجير – رماد قشر أو الأسمنت – رماد قشر الأرز Effect of Compaction Delays on the Strength of Soil Stabilized with Lime-RHA or Cement-RHA Mixtures -" Stabilization of Fine-Grained Soil with Cement-Rice Husk Ash Mixtures" First International Conference, Faculty of Engineering, Alexandria, Egypt, April, 1992. Deterioration of Concrete Structures in Some Areas of Yemen تلف وتدهور الخرسانة في بعض مناطق اليمن تأثير خلطات الجير – رماد قشر الأرز على الصفات الجيوتكنيكية للتربة الناعمة Effect of Lime-Rice Husk Ash Mixtures on Geotechnical properties of Fine- Grained Soils General Inclination Factors for Bearing Capacity of Footings Computed and measured Elastic Foundation Settlements on Sand الهبوط المرن المحسوب والمقاس للأساسات على الرمل Estimation of Guide Values for the Modulus of Elasticity of Soil أوجه العيوب الإنشائية في المباني السكنية الحديثة لمدينة صنعاء بالجمهورية العربية اليمنية Article " Solution of the Combined Footings of Variable Inertia Considering the Elastic Foundation and Subgrade Distribution of Column Loads in Foundation of Crossed Continuous Beams of Veritable Moment of Inertia. Cracking Shear Strength of R.C. Beams Affected by Presence of Stirrups Using Finite Difference Technique to Study Distribution of Column Loads in Continues Cross-Beams Foundation on Elastic Media Solution of Long Circular Shells Under Non-Symmetrical Loads Using Boundary Element Method