CE-603 (C) · Advance Pavement Design/Official Syllabus
Advance Pavement Design (CE-603 (C)) - Official Syllabus
1
Unit 1
Equivalent Single Wheels Load concepts and applications
- Equivalent Single Wheels Load concepts and applications
- Relationship between wheel arrangements and loading effects
- tyre contact area
- Effect of load repetition
- Effect of transient loads
- Impact of moving loading
- Factors to be considered in Design of pavements
- Design wheel load
- soil, climatic factors, pavement component materials, Environmental factors
- Special factors such as frost, Freezing and thawing
2
Unit 2
Flexible Pavements
- Component parts of the pavement structures and their functions
- stresses in flexible pavements
- Stress distribution through various layers
- Boussinesque's theory
- Burmister's two layered theory
- methods of design, group index method, CBR method, Burmister's method and North Dakota cone method
3
Unit 3
Rigid Pavements
- Evaluation of subgrade, Modulus-K by plate bearing test and the test details
- Westergaard's stress theory stresses in rigid pavements
- Temperature stresses, warping stresses, frictional stresses
- critical combination of stresses, critical loading positions
4
Unit 4
Rigid pavement design
- IRC method
- Fatigue analysis
- PCA chart method
- AASHTO Method
- Reliability analysis
- PAVEMENT JOINTS: Types of joints, contraction and warping joints
- dowel bars and tie bars
- Temperature reinforcements, filling and sealing of joints
5
Unit 5
Evaluation and Strengthening of Existing Pavements
- Benkleman beam method
- Serviceability Index Method
- Rigid and flexible overlays and their design procedures
Reference Books
- Principles of pavement design — E.J. Yoder, M.W. Witczak
- AASHO Interim Guide for Design of Pavement Structures — AASHO — Washington, D.C.
- Guidlines for Design of Rigid Pavements — Portland Cement Association — Washington
- Conc. Roads Design & Construction
- Modern Permanent Way — M. Srinivasan
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