This paper is published in Volume-4, Issue-4, 2018
Area
Civil Engineering
Author
Naresh Gulati, Paveen Singh Tomar
Org/Univ
Patel Institute of Technology, Bhopal, Madhya Pradesh, India
Pub. Date
29 June, 2018
Paper ID
V4I4-1138
Publisher
Keywords
Compressive strength, Concrete, Ordinary Portland cement, Silica fume, Glass powder, Rice Husk Ash (RHA)

Citationsacebook

IEEE
Naresh Gulati, Paveen Singh Tomar. Combine effect of rice husk ash and silica fume with glass powder on concrete production by cement replacement, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.

APA
Naresh Gulati, Paveen Singh Tomar (2018). Combine effect of rice husk ash and silica fume with glass powder on concrete production by cement replacement. International Journal of Advance Research, Ideas and Innovations in Technology, 4(4) www.IJARIIT.com.

MLA
Naresh Gulati, Paveen Singh Tomar. "Combine effect of rice husk ash and silica fume with glass powder on concrete production by cement replacement." International Journal of Advance Research, Ideas and Innovations in Technology 4.4 (2018). www.IJARIIT.com.

Abstract

Concrete is major civil engineering construction material, because the ingredients of concrete are locally available materials. In ordinary concrete the cement is used as major binding material. The usage of cement in concrete causes lot of environmental pollution due to emission of greenhouse gases. So that it is necessary to reduce usage of cement by introducing new supplementary cementitious materials which are the by-products of industries to reduce debris. The rice husk ash is one of the by product which is released from paddy. The usage of rice husk ash in concrete leads to development of high strength concrete and also reduces the self-weight of the structure. In this study, partial replacement (by weight) of cement with RHA and silica fume with glass powder in paver blocks is used for determining the change in the compressive strength, water absorption of paver blocks. Partial replacement of cement in different percentage as like 10%, 20%, 30% and 40 % has been done. The compressive strength has been determined at the end of 7, 14 and 28 days, water absorption test has been determined at 28 days.