Effect on Tensile Strength of ECC by Partial Replacing Cement with Slag Sand

Authors

  • Seema Tenu Borole student
  • Swapnil R. Joshi

Keywords:

Engineered Cementitious Composite, Slag Sand, PVA Fibers, Cement Concrete, HPFRC

Abstract

Bendable concrete also known as Engineered Cementitious Composite
(ECC) is class of High Performance Fiber Reinforced Cementitious
Composite (HPFRCC) next to the DUCTAL. The aim of this study is to
investigate the properties of ECC with normal Cement Concrete (CC)
& also the effect of partial replacement of cement by 10%, 20%, 30%
by slag sand less than 500 micron. Then it is tested of split tensile
strength. The splitting test is much used method to determine the
tensile strength of concrete which greatly affect the extent & size of
cracking in structure.

Author Biographies

Seema Tenu Borole, student

Department of Civil Engineering, Matoshri College of Engineering and Research Centre, Nashik, India

Swapnil R. Joshi

Department of Civil Engineering, Matoshri College of Engineering and Research Centre, Nashik, India.

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Published

2020-01-11