Scale-up effects in alkali-activated soil blocks

Author:

Marsh Alastair1ORCID,Heath Andrew2ORCID,Reddy B. V. Venkatarama3,Krishnamurthy Preethi R.4,Evernden Mark5,Patureau Pascaline6,Walker Pete7

Affiliation:

1. Postgraduate researcher, Department of Architecture & Civil Engineering, University of Bath, Bath, UK; Department of Civil Engineering, Indian Institute of Science, Bengaluru, India (corresponding author: )

2. Professor, Department of Architecture & Civil Engineering, University of Bath, Bath, UK (corresponding author: )

3. Professor, Department of Civil Engineering, Indian Institute of Science, Bengaluru, India

4. Postgraduate researcher, Department of Civil Engineering, Indian Institute of Science, Bengaluru, India

5. Senior Lecturer, Department of Architecture & Civil Engineering, University of Bath, Bath, UK

6. Research Associate, Department of Chemistry, University of Bath, Bath, UK

7. Professor, Department of Architecture & Civil Engineering, University of Bath, Bath, UK

Publisher

Thomas Telford Ltd.

Subject

Mechanics of Materials,General Materials Science,Civil and Structural Engineering

Reference57 articles.

1. Methods to control efflorescence in alkali-activated cement-based materials

2. BIS (1980) IS:2116-1980 Specification for Sand for Masonry Mortars. Bureau of Indian Standards, New Delhi, India.

3. BIS (1992) IS 3495-1 : 1992. Methods of Tests of Burnt Clay Building Bricks. Part 1. Determination of Compressive Strength. Bureau of Indian Standards, New Delhi, India.

4. BIS (2013) IS 1725 : 2013. Stabilized Soil Blocks Used in General Building Construction – Specification. Bureau of Indian Standards, New Delhi, India.

5. BSI (2009) BS EN12390-3 : 2009. Testing Hardened Concrete. Part 3: Compressive Strength of Test Specimens. BSI, London, UK.

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