Παρόμοια τεκμήρια: PREDICTION OF SPT N VALUE FOR JOLSHIRI RECLAIMED LAND BY SPATIAL INTERPOLATION AND MACHINE LEARNING /
- ASSESSMENT OF LIQUEFACTION POTENTIAL IN MIRPUR DOHS AREA BASING ON SPT-N VALUE OF THE SOIL /
- CPT-SPT CORRELATION FOR RECLAIMED AREAS OF DHAKA CITY /
- Temporal land-use change of a reclaimed land in greater Dhaka and its impact on natural water cycle
- EARTHQUAKE MAGNITUDE PREDICTION USING MACHINE LEARNING AND DEEP LEARNING /
- CAREER GUIDANCE SYSTEM BASING ON APTITUDE, ATTITUDE, AND SOCIOECONOMIC DATA USING MACHINE LEARNING /
- PREDICTING CHANGES IN LAND USE AND LAND SURFACE TEMPERATURE USING CELLULAR AUTOMATA BASED ALGORITHM
Θέμα: Civil Engineering.
- APPLICATION OF A NOVEL ANAEROBIC ACETOGENIC PROCESS FOR TESTING TEXTILE DYEING WASTEWATER /
- INFLUENCE OF GALV ANISED IRON AND POLYPROPYLENE FIBERS ON THE PROPERTIES OF RECYCLED AGGREGATE CONCRETE / /
- PREDICTING CHANGES IN LAND USE AND LAND SURFACE TEMPERATURE USING CELLULAR AUTOMATA BASED ALGORITHM /
- EXPLORING AND ANALYZING THE DESIGN METHODOLOGIES FOR DEVELOPING MULTI-CHANNEL E-GOVERNMENT WEBSITES: TOWARDS IMPROVING THE USABILITY OF E-GOVERNMENT WEBSITES OF BANGLADESH /
- NEURAL NETWORK AND FUZZY INFERENCE SYSTEM IN PREDICTING SERVICE QUALITY AND ATTRIBUTE RANKING OF INLAND WATERWAYS MARINE PASSENGER VESSELS IN BANGLADESH / /
- IMPLEMENTATION OF REMOTE SENSING TECHNIQUE FOR MONITORING RIVER WATER QUALITY : A CASE STUDY ON DHALESHW ARI RIVER IN SAVAR /
Θέμα: This Thesis Paper of CE in B.Sc. Program.
- BEARING CAPACITY ANALYSIS OF SHALLOW FOUNDATION IN TYPICAL DHAKA SOIL BY PLATE LOAD TEST /
- A STUDY ON THE ANALYSIS AND DESIGN OF BICYCLE FACILITIES AT A SELECTED ROADWAY SECTION /
- LABORATORY INVESTIGATION FOR FINDING OPTIMUM MIX RATIO OF FLY ASH AND LRF SLAG BASED GEOPOLYMERS FOR CEMENT SOIL DEEP MIXING /
- STABILIZATION OF SUBGRADE SOIL BY ALKALI ACTIVATED INCINERATION ASH AND COAL BASED FLY ASH /
- MORPHOLOGICAL ASSESSMENT OF SHIBSA-PASSUR RIVER BY SATELLITE IMAGERY AND HYDRODYNAMIC MODELING USING DELFT3D /
- EFFECT OF OVERLOADING ON THE SERVICE LIFE OF FLEXIBLE PAVEMENT /