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Sulfuric Acid Resistance of Quartz Sandstone Aggregate Concrete

  • Published:2017-06 Issue:6 Volume:29 Page:06017006
  • ISSN:0899-1561
  • Container-title:Journal of Materials in Civil Engineering
  • language:en
  • Short-container-title:J. Mater. Civ. Eng.

Author:

Kumar Sanjeev1,Gupta Ramesh Chandra2,Shrivastava Sandeep2,Csetenyi Laszlo J.3

Affiliation:

1. Research Scholar, Malaviya National Institute of Technology, Jaipur, Rajasthan 302017, India (corresponding author).

2. Faculty, Dept. of Civil Engineering, Malaviya National Institute of Technology, Jaipur, Rajasthan 302017, India.

3. Research Fellow, Univ. of Dundee, Dundee DD1 4HN, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference39 articles.

1. Effect of Recycled Coarse Aggregate Type on Concrete

2. An evolutionary approach to modelling concrete degradation due to sulphuric acid attack

3. ASTM. (2009). “Standard test method for bulk density (“unit weight”) and voids in aggregate.” ASTM C29/C29M West Conshohocken PA.

4. ASTM. (2015). “Standard test method for modulus of rupture of dimension stone.” ASTM C99/C99M–15 West Conshohocken PA.

5. ASTM. (2016). “Standard test method for compressive strength of dimension stone.” ASTM C170/C170M–16 West Conshohocken PA.
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