A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
CHANGE IN RESILIENT MODULUS OF BASE LAYERS IN ASPHALT PAVEMENT STRUCTURES OVER TEXAS
The properties of materials changeover time and the same case happens for the HMA pavement. The various componentsof HMA pavement such as surface, base, sub-base, and sub-grade havetime related functions. In particular, the base layer which is the immediate layer below the surface, comprising of various materials such as crush aggregates and HMA also havea time related function. Among the numerous properties of the base layers which are dependent with time is its resilient modulus. Therefore, this paper correlates the effect of the change in resilient modulus with time including the various varying conditions such as rutting, thickness of base layer, precipitation, traffic, temperature, IRI index, wheel path length cracked, cracking percentage, crack length, liquid limit, plastic limit,optimum moisture content,and % fine passing below 200 sieve. Each individual factor has different effects over the resilient modulus of the base layer, but their effects are more severe when they act at once in a pavement structure.
CHANGE IN RESILIENT MODULUS OF BASE LAYERS IN ASPHALT PAVEMENT STRUCTURES OVER TEXAS
The properties of materials changeover time and the same case happens for the HMA pavement. The various componentsof HMA pavement such as surface, base, sub-base, and sub-grade havetime related functions. In particular, the base layer which is the immediate layer below the surface, comprising of various materials such as crush aggregates and HMA also havea time related function. Among the numerous properties of the base layers which are dependent with time is its resilient modulus. Therefore, this paper correlates the effect of the change in resilient modulus with time including the various varying conditions such as rutting, thickness of base layer, precipitation, traffic, temperature, IRI index, wheel path length cracked, cracking percentage, crack length, liquid limit, plastic limit,optimum moisture content,and % fine passing below 200 sieve. Each individual factor has different effects over the resilient modulus of the base layer, but their effects are more severe when they act at once in a pavement structure.
CHANGE IN RESILIENT MODULUS OF BASE LAYERS IN ASPHALT PAVEMENT STRUCTURES OVER TEXAS
Nitish Raj Bastola (author) / Mena Souliman (author)
2020
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Resilient Modulus of Base Course Containing Recycled Asphalt Pavement
| British Library Online Contents | 2007
Modeling of the Resilient Modulus for Recycled Asphalt Pavement Applications in Base Course Layers
| British Library Online Contents | 2013
Equivalent Resilient Modulus Inversion and Calculation of Different Asphalt Pavement Structures
| DOAJ | 2021
Parametric Analysis of Resilient Modulus Modeling for Recycled Asphalt Pavement in Base Layer
| British Library Online Contents | 2014
| Taylor & Francis Verlag | 2008