EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF MODIFIED PERVIOUS CONCRETE AS A RIGID PAVEMENT FOR LOW VOLUME TRAFFIC
Mr.B.Raghuram1, Mr.M.Hrusekesh2, Mr.D.SaiKrishna3, Mr.K.UmeshNaidu4
1Mr.B.Raghuram,M.Tech, Assistant Professor, Department of Civil Engineering,
Sanketika Vidya Parishad Engineering College(SVPEC)
2Mr.M.Hrusekesh, Student, Department of Civil Engineering,
Sanketika Vidya Parishad Engineering College(SVPEC)
3Mr.D.Saikrishna, Student, Department of Civil Engineering,
Sanketika Vidya Parishad Engineering College(SVPEC)
4Mr.K.Umeshnaidu, Student, Department of Civil Engineering,
Sanketika Vidya Parishad Engineering College(SVPEC)
Abstract:-
The previous concrete which is also known as No-fines concrete is a mixture of cement, water and a particular sized coarse aggregate combined to form a porous structural material. Application of pervious concrete in pavements mainly focuses on storm water control mostly in urban areas where scarcity of land is high. Permeable pavement allows water from precipitation and other sources to pass through it and therefore reduces the runoff from a site, which results in the recharge of ground water and increases the level. In this view it is necessary to study the behavior of pervious concrete by enhancing its mechanical properties by maintaining required permeability.
The main objective of this investigation is to develop a strong pervious concrete mix using with waste tyre rubber powder. In addition, it is also aimed to compare the mechanical properties of these modified mixes with pervious concrete. The properties such as compressive strength, indirect tensile strength, flexural strength and permeability tests are performed to determine the suitability. From the study it is concluded that using of fine aggregate and waste tyre rubber powder as partial replacement material in coarse aggregate shows significant improvement in the mechanical properties (i.e. compressive strength, indirect tensile strength and flexural strength) with maintaining required permeability. Among all the considered modified mixes, MPC-4 (i.e. 10% waste tyre rubber powder as partial replacement material in coarse aggregate) performs better.
