"An experimental investigation to Use of Bottom Ash and Pond Ash in S-Glass Fiber Concrete" (KEY IJP************610)

• Kamlesh Kumar Choudhary,Anurag Tiwari

Abstract

The This study investigates the feasibility of using bottom ash and pond ash as partial replacements for sand in S-Glass fiber concrete. The aim is to explore the potential of these waste materials to enhance the properties of concrete while simultaneously addressing environmental concerns related to their disposal. M30 grade concrete, Various mixtures of bottom ash, pond ash, sand, cement, and S-Glass fibers were prepared and tested for compressive strength, splitting tensile strength, and flexural strength. The results indicate that incorporating bottom ash and pond ash in concrete mixtures led to improvements in mechanical properties. Furthermore, the addition of S-Glass fibers contributed to enhanced durability and crack resistance. The workability of nominal concrete Mix designation MC -1 is 73 mm and by using of bottom ash and pond ash in S-glass fiber concretes workability MC-5 is 79 mm. Compressive strength of the nominal concrete Mix designation MC -1 is 24.10 MPa and by using of bottom ash and pond ash in S-glass fiber concretes compressive strength MC-5 is 26.15 MPa with Increase strength in 8.50% more at 7 days of curing of Cubes. Compressive strength of the nominal concrete Mix designation MC -1 is 31.99 MPa and by using of bottom ash and pond ash in S-glass fiber concretes compressive strength MC-6 is 36.40 MPa with Increase strength in 13.79 % more at 28 days of curing of Cubes. Splitting Tensile strength of the nominal concrete Mix designation MS -1 is 2.88 MPa and by using of bottom ash and pond ash in S-glass fiber concretes Splitting Tensile strength MS-6 is 3.33 MPa with Increase strength in 15.71 % more at 7 days of curing of Cylinders. Splitting Tensile strength of the nominal concrete Mix designation MS -1 is 3.21 MPa and by using of bottom ash and pond ash in S-glass fiber concretes Splitting Tensile strength MS-6 is 3.55 MPa with Increase strength in 10.57 % more at 28 days of curing of Cylinders. Flexural Tensile strength of the nominal concrete Mix designation N-Mix- B-(1-2-3) is 4.86 MPa and by using of bottom ash and pond ash in S-glass fiber concretes Flexural Tensile strength MB4-B-(13-14-15) is 5.35 MPa with Increase strength in 9.98 % more at 28 days of curing of Beams.