SF 9006 PAVEMENT ENGINEERING SYLLABUS | ANNA UNIVERSITY ME SOIL MECHANICS AND FOUNDATION ENGINEERING 1ST SEM SYLLABUS REGULATION 2009 2011 2012-2013 BELOW IS THE ANNA UNIVERSITY FIRST SEMESTER ME SOIL MECHANICS AND FOUNDATION ENGINEERING DEPARTMENT SYLLABUS, TEXTBOOKS, REFERENCE BOOKS,EXAM PORTIONS,QUESTION BANK,PREVIOUS YEAR QUESTION PAPERS,MODEL QUESTION PAPERS, CLASS NOTES, IMPORTANT 2 MARKS, 8 MARKS, 16 MARKS TOPICS. IT IS APPLICABLE FOR ALL STUDENTS ADMITTED IN THE YEAR 2011 2012-2013 (ANNA UNIVERSITY CHENNAI,TRICHY,MADURAI,TIRUNELVELI,COIMBATORE), 2009 REGULATION OF ANNA UNIVERSITY CHENNAI AND STUDENTS ADMITTED IN ANNA UNIVERSITY CHENNAI DURING 2009
SF 9006 PAVEMENT ENGINEERING L T P C
3 0 0 3
OBJECTIVE:
Student gains knowledge on designing rigid and flexible pavements for
different serviceability conditions of roads.
12
UNIT I BASIC CONCEPTS 9
Pavements types – Historical developments - Approaches to pavement design –
vehicle and traffic considerations – behaviour of road materials under repeated
loading – Stresses and deflections in layered systems.
UNIT II FLEXIBLE PAVEMENT 9
Factors affecting flexible pavements – material characterization for analytical
pavement design – CBR and stabilometer tests – Resilient modulus – Fatigue
subsystem – failure criteria for bituminous pavements – IRC design guidelines.
UNIT III RIGID PAVEMENT 9
Factors affecting rigid pavements - Design procedures for rigid pavement – IRC
guidelines – Airfield pavements. Highway pavements – CRC pavements.
UNIT IV PAVEMENT EVALUATION AND REHABILITATION 9
Pavement evaluation and rehabilitation, condition and evaluation surveys causes and
types of distress – in flexible and rigid pavements – PSI models – Serviceability index
of rural roads – Overlay design, pavements maintenance management and
construction.
UNIT V STABILIZATION OF SOILS FOR ROAD CONSTRUCTIONS 9
The need for a stabilized soil – Design criteria and choice of stabilizers – Testing and
field control – Stabilisation in India for rural roads – Use of Geosynthetics in road
construction - Case studies.
TOTAL: 45 PERIODS
REFERENCES:
1. Wright, P.H., Highway Engineers, John Wiley & Sons, Inc., New York, 1996.
2. Khanna S.K and Justo C.E.G, Highway Engineering, Eighth Edition, New
Chand and Brothers, Roorkee, 2001.
3. Yoder R.J and Witchak M.W., Principles of Pavement Design, John Wiley,
2000.
4. Croney, D., Design and Performance of Road Pavements, HMO Stationary
Office, 1979.
5. Design and Specification of Rural Roads (Manual), Ministry of rural roads,
Government of India, New Delhi, 2001.
6. Guidelines for the Design of Flexible Pavements, IRC:37 - 2001, The Indian
roads Congress, New Delhi.
7. Guideline for the Design of Rigid Pavements for Highways, IRC:58-1998, The
Indian Roads Congress, New Delhi.
8. O’ Flaherty, C.A., Highway Engineering (Vol. 2), Edward Arnold Cp., 1978.
9. Bell. P.S., Developments in Highway Engineering, Applied Sciences
publishers, 1978.
SF 9006 PAVEMENT ENGINEERING L T P C
3 0 0 3
OBJECTIVE:
Student gains knowledge on designing rigid and flexible pavements for
different serviceability conditions of roads.
12
UNIT I BASIC CONCEPTS 9
Pavements types – Historical developments - Approaches to pavement design –
vehicle and traffic considerations – behaviour of road materials under repeated
loading – Stresses and deflections in layered systems.
UNIT II FLEXIBLE PAVEMENT 9
Factors affecting flexible pavements – material characterization for analytical
pavement design – CBR and stabilometer tests – Resilient modulus – Fatigue
subsystem – failure criteria for bituminous pavements – IRC design guidelines.
UNIT III RIGID PAVEMENT 9
Factors affecting rigid pavements - Design procedures for rigid pavement – IRC
guidelines – Airfield pavements. Highway pavements – CRC pavements.
UNIT IV PAVEMENT EVALUATION AND REHABILITATION 9
Pavement evaluation and rehabilitation, condition and evaluation surveys causes and
types of distress – in flexible and rigid pavements – PSI models – Serviceability index
of rural roads – Overlay design, pavements maintenance management and
construction.
UNIT V STABILIZATION OF SOILS FOR ROAD CONSTRUCTIONS 9
The need for a stabilized soil – Design criteria and choice of stabilizers – Testing and
field control – Stabilisation in India for rural roads – Use of Geosynthetics in road
construction - Case studies.
TOTAL: 45 PERIODS
REFERENCES:
1. Wright, P.H., Highway Engineers, John Wiley & Sons, Inc., New York, 1996.
2. Khanna S.K and Justo C.E.G, Highway Engineering, Eighth Edition, New
Chand and Brothers, Roorkee, 2001.
3. Yoder R.J and Witchak M.W., Principles of Pavement Design, John Wiley,
2000.
4. Croney, D., Design and Performance of Road Pavements, HMO Stationary
Office, 1979.
5. Design and Specification of Rural Roads (Manual), Ministry of rural roads,
Government of India, New Delhi, 2001.
6. Guidelines for the Design of Flexible Pavements, IRC:37 - 2001, The Indian
roads Congress, New Delhi.
7. Guideline for the Design of Rigid Pavements for Highways, IRC:58-1998, The
Indian Roads Congress, New Delhi.
8. O’ Flaherty, C.A., Highway Engineering (Vol. 2), Edward Arnold Cp., 1978.
9. Bell. P.S., Developments in Highway Engineering, Applied Sciences
publishers, 1978.
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