Determination of Relationship between Thickness of Base Course and Different Physical Properties of Base Material in the Construction of Flexible Pavement
Student: Aashma Neupane
Supervisor: Asst. Prof. Rajesh Khadka
Submitted Date:
May, 2024
Abstract
The quality of the construction materials used in pavement layers must be assessed prior
to the construction of pavement. Some of the important properties governing the suitability
and quality of a construction material include CBR, LAA, AIV, and PI value of the
material. The base course material used must ensure the criteria’s set forth in Standard
Specifications for Road and bridge Works, 2016 with amendment 2021. But there are no
sufficient studies about relationship between CBR and thickness of base course with other
physical properties of base course material. So, a relationship between the various
properties of a construction material to the CBR value and pavement thickness can be very
advantageous in a project to reduce time and for providing alternative check to design
thickness. Hence, this study aims to determine the relationship between the CBR value to
the various physical properties of a base material such as LAA, AIV, PI, OMC, and MDD.
Additionally, a relation between the thicknesses of the base course and the independent
properties was established.
Twenty base course material samples were collected from different sources, and
laboratory tests were performed to obtain the CBR, LAA, AIV, PI, MDD, and OMC
values. The CBR value of sub-base of same sources were used to calculate the thickness
of the base course using IRC recommended CBR method of flexible pavement design for
traffic class E. Simple and multiple linear regression analysis were performed on the test
results to determine the relationship. MDD and OMC values were not seen as a good fit
for the regression model. Hence, the relationship obtained from the regression analysis are
CBR = 131.625 – 0.59 LAA – 0.963 AIV – 0.804 PI (R2 =0.881) and thickness of base
(cm) = -2.223 + 0.02 LAA + 0.441 AIV + 0.136 PI (R2 =0.76). Five sample sources were
then used for the model validation. It was concluded that the equations can be useful for
preliminary predictions of CBR value and thickness of base course for construction
agencies.
Keywords
Base, CBR, LAA, AIV, PI, Thickness of base course, Linear Regression