Liknande verk: IMPACT BEHAVIOR OF FUNCTIONALLY GRADED CONCRETE BEAM INCORPORATION WITH SYNTHETIC POLYPROPYLENE FIBER & STEEL MESH REINFORCEMENT /
- SHEAR BEHAVIOR OF CONCRETE BEAM WITH RECYCLED AND POLYPROPYLENE AGGREGATES
- SHEAR BEHAVIOR OF CONCRETE BEAM WITH RECYCLED AND POLYPROPYLENE AGGREGATES /
- MECHANICAL AND DURABILITY BEHAVIOR OF LIGHTWEIGHT CONCRETE INCORPORATING GRADED EXPANDED POLYSTYRENE AND NYLON FIBERS /
- FLEXURE AND BOND BEHAVIOR OF RECYCLED COARSE AGGREGATE WITH RECYCLED WASTE POLYPROPYLENE REINFORCED BEAM /
- SHEAR BEHAVIOR OF GALVANIZED IRON FIBER REINFORCED CONCRETE BEAM /
- IMPACT RESISTANT AND MECHANICAL PROPERTIES OF RECYCLED BRICK AGGREGATE CONCRETE WITH RUBBER AND POLYPROPYLENE FIBER /
Tema: Civil Engineering.
- EXPERIMENTAL STUDY ON GEOPOLYMER STABILIZED EXPANSIVE SOIL AS SUBGRADE MATERIAL IN ROAD CONSTRUCTION /
- FLEXURAL AND INPACT BEHAVIOR OF TEXTILE REINFORCED CONCRETE SLAB PANEL /
- NUTRIENT AND HEAVY METAL POLLUTION IN BANANI LAKE : SOURCES, IMPACTS, AND MITIGATIONS /
- INFLUENCE OF VOID GEOMETRY ON THERMAL CONDUCTIVITY AND FIRE INTEGRITY (EXPERIMENTAL AND NUMERICAL ANALYSIS) /
- PERFORMANCE EVALUATION OF HOT MIX ASPHALT INCORPORATING STEEL SLAG AGGREGATE AND BITUMEN MODIFIED WITH CRUMB RUBBER AND LOW-DENSITY POLYETHYLENE /
- MICROSIMULATION-BASED EVALUATION OF ROUNDABOUT AND SIGNAL-CONTROLLED ROUNDABOUT PERFORMANCE UNDER MIXED TRAFFIC CONDITIONS IN DHAKA /
Tema: This Thesis Paper of CE in B.Sc Program.
- COLOR REMOVAL FROM TEXTILE EFFLUENT USING ACTIVATED CARBON AND LIME IN BATCH AND FIXED BED COLUMN SYSTEMS /
- INTEGRATED ASSESSMENT OF MICROPLASTIC CONTAMINATION AND HEAVY METAL POLLUTION IN MAJOR RIVER SYSTEM /
- ASSESSMENT OF PEDESTRIAN FACILITIES FROM ROAD SAFETY PERSPECTIVE USING AN OBSERVATIONAL EVALUATION TECHNIQUE /
- COMPARISON OF STATIC AND STANDARD PENETRATION TEST BASED ULTIMATE PILE BEARING CAPACITY WITH ACTUAL PUSH-DOWN TEST DATA IN DHAKA SOIL /
- HYBRID BIOFILTRATION OF TEXTILE, DENIM AND TANNERY INDUSTRIAL EFFLUENT /
- CYCLIC BEHAVIOR OF REINFORCED CONCRETE BEAM-COLUMN JOINTS CONSTRUCTED WITH LOCALLY SOURCED BRICK AGGREGATE CONCRETE AND DEFORMED REINFORCEMENT /