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Subject Syllabus

CE603 (C) - Advance Pavement Design

CIVIL · Semester 6

Course Modules

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Equivalent Single Wheels Load concepts and applicationsRelationship between wheel arrangements and loading effects, tyre contact areaEffect of load repetition, Effect of transient loads, Impact of moving loadingFactors to be considered in Design of pavements, Design wheel load, soil, climatic factors, pavement component materials, Environmental factorsSpecial factors such as frost, Freezing and thawing
Component parts of the pavement structures and their functions, stresses in flexible pavementsStress distribution through various layers, Boussinesque's theory, Burmister's two layered theoryMethods of design, group index method, CBR method, Burmister's method and North Dakota cone method
Evaluation of subgrade, Modulus-K by plate bearing test and the test detailsWestergaard's stress theory stresses in rigid pavementsTemperature stresses, warping stresses, frictional stresses, critical combination of stresses, critical loading positions
IRC method, Fatigue analysis, PCA chart method, AASHTO Method, Reliability analysisTypes of joints, contraction and warping joints, dowel bars and tie barsTemperature reinforcements, filling and sealing of joints
Benkleman beam method, Serviceability Index MethodRigid and flexible overlays and their design procedures