Residual Mechanical Properties of Concrete with 30% Recycled Concrete Aggregates Exposed to Elevated Temperatures

Author:

Khan Asad-ur-RehmanORCID,Fareed Shamsoon,Aziz Tariq

Funder

Pakistan Science Foundation

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference31 articles.

1. Abramowicz M, Kowalski R (2007) Residual mechanical material properties for the reassessment of reinforced concrete structures after fire. In: The 9th international conference: modern building materials, structures and techniques

2. Arimanwa J, Iwuoha SE, Okere CE, Anyanwn TU (2016) Effect of temperature on recycled aggregate concrete. ARPN J Eng Appl Sci 11:10398–10405

3. ASTM (2004) ASTM annual book of standards, vol 04.01. Cement; Lime; Gypsum. American Society for Testing and Materials, West Conshohocken

4. Chen H-J, Yen T, Chen K-H (2003) Use of building rubbles as recycled aggregates. Cem Concr Res 33:125–132

5. Corinaldesi V, Moriconi G (2010) Recycling of rubble from building demolition for low-shrinkage concretes. Waste Manag 30:655–659

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