محمد يوسف فتاح
الجامعة التكنولوجية
دكتوراه في الهندسة المدنية / هندسة جيوتقنية
معرف سكوباس
36642323100
معامل هيرتش
33
عدد البحوث
316
عدد الاستشهادات
4039
Computational Theory and Mathematics
Engineering (all)
Electrical and Electronic Engineering
Geophysics
Geotechnical Engineering and Engineering Geology
Biochemistry, Genetics and Molecular Biology (all)
Global and Planetary Change
Mechanics of Materials
Electronic, Optical and Magnetic Materials
Computer Science Applications
Earth and Planetary Sciences (miscellaneous)
Ecological Modeling
Engineering (miscellaneous)
Economic Geology
Urban Studies
Computer Science (all)
Civil and Structural Engineering
Statistics, Probability and Uncertainty
Information Systems
Applied Mathematics
Geography, Planning and Development
Water Science and Technology
Ceramics and Composites
Organic Chemistry
Mechanical Engineering
Condensed Matter Physics
Physics and Astronomy (all)
Artificial Intelligence
Energy (all)
Health Informatics
Process Chemistry and Technology
Metals and Alloys
Management, Monitoring, Policy and Law
Earth and Planetary Sciences (all)
Fuel Technology
Soil Science
Mathematics (all)
Geology
Biomedical Engineering
Chemical Engineering (miscellaneous)
Earth-Surface Processes
Environmental Science (miscellaneous)
Transportation
Analysis
Waste Management and Disposal
Geochemistry and Petrology
Control and Systems Engineering
Biomaterials
Hardware and Architecture
Instrumentation
Environmental Chemistry
Information Systems and Management
Environmental Science (all)
Medicine (all)
Oceanography
Software
Energy Engineering and Power Technology
Architecture
Agricultural and Biological Sciences (miscellaneous)
Chemical Engineering (all)
Computer Networks and Communications
Computers in Earth Sciences
Fluid Flow and Transfer Processes
Multidisciplinary
Building and Construction
Automotive Engineering
Safety, Risk, Reliability and Quality
Atmospheric Science
Computer Graphics and Computer-Aided Design
Materials Science (all)
Economics, Econometrics and Finance (miscellaneous)
Pollution
Renewable Energy, Sustainability and the Environment
Education
Environmental Engineering
Materials Science (miscellaneous)
Numerical Analysis
Computational Mechanics
Industrial and Manufacturing Engineering
Signal Processing
Chemistry (all)
Ocean Engineering
Catalysis
Computer Science (miscellaneous)
Aerospace Engineering
Agricultural and Biological Sciences (all)
Biotechnology
| عنوان البحث | تاريخ النشر | اسم المجلة | رابط |
|---|---|---|---|
| Finite element analysis of the bearing capacity of footings nearby slopes | 2019-01-01 | International Review of Civil Engineering | عرض |
| PERFORMANCE OF DRIVEN REINFORCED CONCRETE PILES UNDER THE EFFECT OF DYNAMIC LOADING | 2019-01-01 | Journal of Engineering and Sustainable Development | عرض |
| Behavior of different materials for stone column construction | 2019-01-01 | Journal of Engineering and Applied Sciences | عرض |
| Stress distribution from railway track over geogrid reinforced ballast underlain by clay | 2019-01-01 | Earthquake Engineering and Engineering Vibration | عرض |
| Numerical Analysis of Fully Plugged Pipe Pile Groups in Sandy Soil | 2018-11-30 | Iop Conference Series Materials Science and Engineering | عرض |
| Behavior of foundation soil improved by stone column under cyclic load | 2018-11-27 | Matec Web of Conferences | عرض |
| Effect of load frequency on the subgrade layer stresses beneath railways | 2018-11-01 | International Journal of Civil Engineering and Technology | غير متوفر |
| Strength characteristics of dune sand stabilized with lime-silica fume mix | 2018-10-03 | International Journal of Pavement Engineering | عرض |
| Impact induced responses of saturated and dry dense sand | 2018-07-01 | International Journal of Geotechnical Earthquake Engineering | عرض |
| Design and Improvement of foundation soil for high-rise construction | 2018-06-13 | Matec Web of Conferences | عرض |
| Incremental filling ratio of pipe pile groups in sandy soil | 2018-05-20 | Geomechanics and Engineering | عرض |
| Response of circular footing on dry dense sand to impact load with different embedment depths | 2018-04-01 | Earthquake and Structures | عرض |
| Effect of hydraulic conductivity of unsaturated soil on the earth dam performance | 2018-03-07 | Matec Web of Conferences | عرض |
| Effect of number of piles on load sharing in piled raft foundation system in saturated gypseous soil | 2018-03-01 | International Journal of Civil Engineering and Technology | غير متوفر |
| Effects of using silica fume and lime in the treatment of kaolin soft clay | 2018-02-28 | Geomechanics and Engineering | عرض |
| Load distribution in pile group embedded in sandy soil containing cavity | 2018-02-01 | Ksce Journal of Civil Engineering | عرض |
| Determination of liquefaction potential for two selected sites in Kerbala city-middle of Iraq | 2018-01-01 | International Journal of Engineering and Technology Uae | عرض |
| Variation of suction during wetting of unsaturated collapsible gypseous soils | 2018-01-01 | International Journal of Engineering and Technology Uae | عرض |
| Liquefaction potential of sandy soil from small laboratory machine foundation model | 2018-01-01 | International Review of Civil Engineering | عرض |
| Experimental and Numerical Behavior of Railway Track Over Geogrid Reinforced Ballast Underlain by Soft Clay | 2018-01-01 | Sustainable Civil Infrastructures | عرض |
| Behavior of flexible buried pipes under geocell reinforced subbase subjected to repeated loading | 2018-01-01 | International Journal of Geotechnical Earthquake Engineering | عرض |
| Effect of geocell reinforcement above buried pipes on surface settlement | 2018-01-01 | International Review of Civil Engineering | عرض |
| Bearing capacity of uplift piles with end gates | 2018-01-01 | Springer Series in Geomechanics and Geoengineering | عرض |
| Behavior of dry medium and loose sand-foundation system acted upon by impact loads | 2017-12-25 | Structural Engineering and Mechanics | عرض |
| Stresses and pore water pressure induced by machine foundation on saturated sand | 2017-12-01 | Ocean Engineering | عرض |