Experimental investigation of pozzolanic concrete containing wheat straw ash

Author:

Ahmad Muhammad Riaz1,Sharif Muhammad Burhan2,Ali Hafiz Asad3,Hussain Munawar3,Chen Bing4

Affiliation:

1. Civil Engineering Department, Muhammad Nawaz Sharif University of Engineering and Technology, Multan, 60000, Pakistan; Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai, 200240, P.R. China; State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong University, Shanghai, 200240, P.R. China.

2. Civil Engineering Department, University of Engineering and Technology, Lahore, Pakistan.

3. Civil Engineering Department, Muhammad Nawaz Sharif University of Engineering and Technology, Multan, 60000, Pakistan.

4. Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai, 200240, P.R. China; State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong University, Shanghai, 200240, P.R. China.

Abstract

This study investigated the detailed optimization of wheat straw ash (WSA) as a pozzolanic material. Characterization of WSA as pozzolanic materials was carried out according to ASTM C618 and results indicated that WSA calcined at 700 °C for 2 h fulfilled ASTM C618 requirement and results were also confirmed by X-ray diffraction (XRD) analysis of WSA samples. Effect of WSA on setting time, mechanical properties, alkali–silica reaction (ASR), hydration process, and microstructure of cement paste (CP) and concrete was studied. Compressive and flexural strength of concrete mixture containing 14% WSA was 7.5% and 19.5% more as compared to control mixture at 28 days respectively. ASR expansion of mortar prisms and hydration temperature was reduced due to WSA incorporation. XRD and scanning electron microscopy investigations of CP indicated that WSA improved the microstructure of CP and was effective in imparting the pozzolanic characteristics during hydration reaction at 7 and 28 days.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

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