Samankaltaisia teoksia: CHARACTERIZATION OF AGEING BEHAVIOR OF COMMONLY USED BITUMIN IN BANGLADESH /
- STRENGTHENING OF TENSILE BEHAVIOR OF BITUMINOUS SURFACE /
- ANALYSIS OF AGEING BEHAVIOR OF ASPHALT AND ASPHALT MIXTURES / Md.Feroz Alam, Divine Wealth chakma, Rumon Kanti Das.
- EFFECTS OF AGGREGATE SHAPE ON THE STRENGTH OF BITUMINOUS MIXES /
- EVALUATION OF AGING BEHAVIOUR OF MODIFIED AND UNMODIFIED BITUMEN AND ASPHALT MIX /
- FINITE ELEMENT ANALYSIS BASED ON THE AGE-RELATED INJURY ANALYSIS FOR CONSTRUCTION WORKERS IN BANGLADESH TO PREDICT LEVEL OF PROMPT RESPONSE FOR FRACTURE /
- CHARACTERIZATION OF COMPRESSIVE BOND BEHAVIOR OF STAINLESS STEEL REBAR IN CONCRETE /
Aihe: 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 /
Aihe: 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 /