Learn · Analysis and Design of Bituminous Pavements
Lecture 53 of 54week-12
Overview of Mechanistic-Empirical Pavement Design Methods - AASHTO - Part II
M. R. Nivitha (MRN) Neethu Roy (NR) A. Padmarekha (APR) J. Murali Krishnan (JMK) · IIT Madras
Credits and licence
- From
- Analysis and Design of Bituminous Pavements, IIT Madras (at NPTEL)
- Licence
- CC BY-NC-SA, as NPTEL states it. Non-commercial use only.
- Attribution
- NPTEL states: "Distributed under Creative Commons Attribution-ShareAlike / CC BY - NC - SA", beside a BY-NC-SA badge.
- Who can watch
- Tweens profiles and older. How courses are placed
All the lectures
- Pavement Cross-sections and Pavement Design Process
- Pavement Design Factors - I
- Pavement Design Factors - II
- Stresses and Strains in Bituminous Pavements - I
- Stresses and Strains in Bituminous Pavements - II
- Numerical Problems in One-layer Theory
- Numerical Problems in Two-layer Theory
- Introduction to KENLAYER
- KENLAYER - 1
- KENLAYER - 2
- KENLAYER - 3
- KENLAYER - 4
- Traffic Analysis - ESWL - Part 1
- Traffic Analysis - ESWL- Part 2
- Traffic Analysis - EALF
- Traffic Analysis - ESAL using VDF
- Traffic Analysis - ESAL using TF
- Traffic Analysis - Examples
- Traffic Analysis - Load Spectra Factor
- Modulus for Design - CBR
- Modulus for Design - Resilient modulus (Granular material)
- Modulus for Design - Resilient modulus (Bituminous material)
- Modulus for Design - Dynamic Modulus
- Environmental Effect - Part 01
- Environmental Effect - Part 02
- Environmental Effect - Part 03
- Environmental Effect - Part 04
- Enhanced Integrated Climatic Model - Part 01
- Enhanced Integrated Climatic Model - Part 02
- Climate Consideration in Design Procedures
- Reliability in Pavement Design - Part 01
- Reliability in Pavement Design - Part 02
- Reliability in Pavement Design - Part 03
- Reliability in Pavement Design - Part 04
- Reliability in Pavement Design - Part 05
- Reliability in Pavement Design - Part 06
- Distress Transfer Function - Fatigue Cracking
- Rutting and Low-Temperature Cracking
- KENLAYER - NONLINEAR ANALYSIS
- KENLAYER - DAMAGE ANALYSIS
- IRC design steps
- Design Input and IITPAVE software
- Pavement design with granular base
- Pavement design with CTB
- Pavement design with RAP Base
- Overview of Mechanistic-Empirical Pavement Design Methods - IRC
- Overview of Mechanistic-Empirical Pavement Design Methods - South Africa - Part I
- Overview of Mechanistic-Empirical Pavement Design Methods - South Africa - Part II
- Overview of Mechanistic-Empirical Pavement Design Methods - South Africa - Part III
- Overview of Mechanistic-Empirical Pavement Design Methods - Australia - Part I
- Overview of Mechanistic-Empirical Pavement Design Methods - Australia - Part II
- Overview of Mechanistic-Empirical Pavement Design Methods - AASHTO - Part I
- Overview of Mechanistic-Empirical Pavement Design Methods - AASHTO - Part II
- Summary of the course and design projects