Production of Structural Lightweight Concrete Using Recycled Crushed Clay Brick Aggregates
ERJ Shobra Faculty of Engineering • 2016
Publication Information
Authors
Kareem S. Abdallah, M. Osama R. Al Hariri, M.S. El Sayed
Keywords
Not Available
Journal
ERJ Shobra Faculty of Engineering
Publisher
Not Available
Volume
2016
Issue
Not Available
Pages
Not Available
publication.type
International
Paper Link
Not Available
Supplementary Materials
Not Available
Abstract
The reuse of construction and demolition wastes, especially crushed clay bricks
(CCB), represents a major contribution to the environment. Due to the nature of
clay bricks, it can be considered as source of fine and coarse aggregate to
produce structural lightweight concrete (LWC).
In this paper, the clay brick is crushed into the sizes of fine and coarse aggregate
for concrete aiming to produce structural lightweight concrete. On achieving the
targeted concrete properties, the physical and mechanical properties of the
obtained concrete are studied.
The results indicated that lightweight concrete can be produced by utilizing
CCB as coarse and fine aggregate. Limited combination of CCB and natural
aggregate can yield structural LWC, which can be used in structural purposes.
The attained LWC mixes have lower modulus of elasticity, higher permeability
and lower strength than the corresponding control concrete mixes.
(CCB), represents a major contribution to the environment. Due to the nature of
clay bricks, it can be considered as source of fine and coarse aggregate to
produce structural lightweight concrete (LWC).
In this paper, the clay brick is crushed into the sizes of fine and coarse aggregate
for concrete aiming to produce structural lightweight concrete. On achieving the
targeted concrete properties, the physical and mechanical properties of the
obtained concrete are studied.
The results indicated that lightweight concrete can be produced by utilizing
CCB as coarse and fine aggregate. Limited combination of CCB and natural
aggregate can yield structural LWC, which can be used in structural purposes.
The attained LWC mixes have lower modulus of elasticity, higher permeability
and lower strength than the corresponding control concrete mixes.
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