Experimental evaluation of expansive soil stabilised with sustainable binder incorporating blast furnace slag and bagasse ash

Author:

Shah Rima1,Bhoi Manas Kumar1,Sharma Anil Kumar2

Affiliation:

1. Department of Civil Engineering, Pandit Deendayal Energy University, Gandhinagar, India

2. Department of Civil Engineering, National Institute of Technology, Patna, India

Publisher

Informa UK Limited

Reference90 articles.

1. Strength and hydraulic conductivity of cement and by-product cementitious materials improved soil;Abbey S.J.;International Journal of Applied Engineering Research,2018

2. Development of Strength Models for Prediction of Unconfined Compressive Strength of Cement/Byproduct Material Improved Soils

3. Swell and microstructural characteristics of high-plasticity clay blended with cement

4. Abduljauwad S.N. 1993. Treatment of calcareous expansive clays. Fly ash for soil improvement. ASCE geotechnical special publication no. 36 p. 100–115. Dallas TX: ASCE Press.

5. Expansive soil stabilization using marble dust and bagasse ash;Ali R.;International Journal of Science and Research,2014

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