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Effect of Design Parameters on Compressive and Split Tensile Strength of Self-Compacting Concrete with Recycled Aggregate: An Overview
| Content Provider | MDPI |
|---|---|
| Author | Andr, és Juan-Valdés Julia, García-González Rebeca, Martínez-García Jagadesh, P. Guerra-Romero, M. Pozo, Julia Morán-Del |
| Copyright Year | 2021 |
| Description | One of the prime objectives of this review is to understand the role of design parameters on the mechanical properties (Compressive and split tensile strength) of Self-Compacting Concrete (SCC) with recycled aggregates (Recycled Coarse Aggregates (RCA) and Recycled Fine Aggregates (RFA)). The design parameters considered for review are Water to Cement (W/C) ratio, Water to Binder (W/B) ratio, Total Aggregates to Cement (TA/C) ratio, Fine Aggregate to Coarse Aggregate (FA/CA) ratio, Water to Solid (W/S) ratio in percentage, superplasticizer (SP) content (kg/cu.m), replacement percentage of RCA, and replacement percentage of RFA. It is observed that with respect to different grades of SCC, designed parameters affect the mechanical properties of SCC with recycled aggregates. |
| Starting Page | 6028 |
| e-ISSN | 20763417 |
| DOI | 10.3390/app11136028 |
| Journal | Applied Sciences |
| Issue Number | 13 |
| Volume Number | 11 |
| Language | English |
| Publisher | MDPI |
| Publisher Date | 2021-06-29 |
| Access Restriction | Open |
| Subject Keyword | Applied Sciences Characterization and Testing of Materials Self-compacting Concrete Recycled Aggregates Design Parameters Mechanical Properties |
| Content Type | Text |
| Resource Type | Article |
