Javascript must be enabled to continue!
Mechanical and Durability Characterization of Hybrid Recycled Aggregate Concrete
View through CrossRef
The recycling of construction and demolition waste (CDW) for the extraction of recycled concrete aggregates (RCAs) to be used to produce recycled aggregate concrete (RAC) is widely acknowledged internationally. However, CDW not only contains concrete debris but may also contain burnt clay bricks. The recycling of such CDW without the segregation of different components would result in recycled aggregates having different proportions of concrete and brick aggregates. The utilization of these aggregates in concrete requires a detailed investigation of their mechanical and durability properties. In this regard, the present study focused on investigating the mechanical and durability properties of hybrid recycled aggregate concrete (HRAC) made by the 100% replacing of natural aggregates with recycled brick (RBAs) and RCA in hybrid form. The partial replacement of cement with fly ash was also considered to reduce the corban footprint of concrete. An extensive experimental program was designed and carried out in two phases. In the first phase, a total of 48 concrete mixes containing coarse RBA and RCA in mono and hybrid forms were prepared and tested for their compressive strength. The test results indicated that the compressive strength of HRAC is greatly affected by the proportion of coarse RBA and RCA. In the second phase, based on the results of the first phase, eight concrete mixes with the most critical proportions of RBA and RCA in hybrid form were selected to evaluate their mechanical and durability performance. In addition, four mixes with natural aggregates were also prepared for comparison purposes. To evaluate the mechanical properties of the concrete mixes, compressive strength and modulus of rupture (MOR) tests were performed, while for the evaluation of durability properties, water absorption and behavior after exposure to aggressive conditions of acidic and brine solutions were studied. The results revealed that a 20% replacement of cement with fly ash resulted in acceptable mechanical and durability properties of HRAC intended to be used for making concrete bricks or pavers.
Title: Mechanical and Durability Characterization of Hybrid Recycled Aggregate Concrete
Description:
The recycling of construction and demolition waste (CDW) for the extraction of recycled concrete aggregates (RCAs) to be used to produce recycled aggregate concrete (RAC) is widely acknowledged internationally.
However, CDW not only contains concrete debris but may also contain burnt clay bricks.
The recycling of such CDW without the segregation of different components would result in recycled aggregates having different proportions of concrete and brick aggregates.
The utilization of these aggregates in concrete requires a detailed investigation of their mechanical and durability properties.
In this regard, the present study focused on investigating the mechanical and durability properties of hybrid recycled aggregate concrete (HRAC) made by the 100% replacing of natural aggregates with recycled brick (RBAs) and RCA in hybrid form.
The partial replacement of cement with fly ash was also considered to reduce the corban footprint of concrete.
An extensive experimental program was designed and carried out in two phases.
In the first phase, a total of 48 concrete mixes containing coarse RBA and RCA in mono and hybrid forms were prepared and tested for their compressive strength.
The test results indicated that the compressive strength of HRAC is greatly affected by the proportion of coarse RBA and RCA.
In the second phase, based on the results of the first phase, eight concrete mixes with the most critical proportions of RBA and RCA in hybrid form were selected to evaluate their mechanical and durability performance.
In addition, four mixes with natural aggregates were also prepared for comparison purposes.
To evaluate the mechanical properties of the concrete mixes, compressive strength and modulus of rupture (MOR) tests were performed, while for the evaluation of durability properties, water absorption and behavior after exposure to aggressive conditions of acidic and brine solutions were studied.
The results revealed that a 20% replacement of cement with fly ash resulted in acceptable mechanical and durability properties of HRAC intended to be used for making concrete bricks or pavers.
Related Results
Compressive Strength of Concrete with Recycled Concrete Aggregate as Coarse Aggregate and Recycled Paving Block Aggregate as Fine Aggregate Partially Substituted by Recycled Brick Aggregate
Compressive Strength of Concrete with Recycled Concrete Aggregate as Coarse Aggregate and Recycled Paving Block Aggregate as Fine Aggregate Partially Substituted by Recycled Brick Aggregate
An excessive extraction of natural resources for aggregate in concrete mix can caused an environmental degradation. Â According to Indonesia ministry of industry in 2017, the use o...
Microstructure of concrete prepared with construction recycled aggregates
Microstructure of concrete prepared with construction recycled aggregates
Conservation of natural resources, shortage of waste land and the high cost associated to treatment prior to disposal are driving growing interest in the recycling of construction ...
Mix Design Recycled Aggregate Pervious Concrete and the Influence on Pavement Property
Mix Design Recycled Aggregate Pervious Concrete and the Influence on Pavement Property
Abstract
This paper prepared recycled aggregate pervious concrete by replacing natural aggregate with 100% volume of waste concrete. We carried out experiments to st...
Experimental Study of Compressive Properties and Environmental Impact of Recycled Aggregate
Experimental Study of Compressive Properties and Environmental Impact of Recycled Aggregate
As the main component of fiber-reinforced recycled aggregate concrete, the properties of recycled aggregate determine whether recycled aggregate concrete can be used in engineering...
Influence of fly ash and basalt fibers on the properties of recycled pervious concrete
Influence of fly ash and basalt fibers on the properties of recycled pervious concrete
As an environmentally friendly building material, recycled pervious
concrete can not only alleviate the increasingly severe urban flooding
and heat island effect, but also realize ...
Eurocode Shear Design of Coarse Recycled Aggregate Concrete: Reliability Analysis and Partial Factor Calibration
Eurocode Shear Design of Coarse Recycled Aggregate Concrete: Reliability Analysis and Partial Factor Calibration
This paper contributes to the definition of design clauses for coarse recycled aggregate concrete. One of the main reasons for scepticism towards recycled aggregate concrete is the...
Development of hybrid SVM-FA, DT-FA and MLR-FA models to predict the flexural strength (FS) of recycled concrete
Development of hybrid SVM-FA, DT-FA and MLR-FA models to predict the flexural strength (FS) of recycled concrete
Recycled concrete from construction waste used as road material is a current sustainable approach. To provide feasible suggestions for civil engineers to prepare recycled concrete ...
Impact of Multiple Recycling on the Strength of Coarse Aggregate
Impact of Multiple Recycling on the Strength of Coarse Aggregate
Concrete structures are integral parts of modern civilization. Every year a huge amount of concrete waste is generated due to demolition of old concrete structures for replacing th...

