Effect of Design Parameters on Compressive and Split Tensile Strength of Self-Compacting Concrete with Recycled Aggregate: An Overview

被引：19

作者：

Jagadesh, P. ^{[1
]}

Juan-Valdes, Andres ^{[2
]}

Guerra-Romero, M. Ignacio ^{[2
]}

Moran-del Pozo, Julia M. ^{[2
]}

Garcia-Gonzalez, Julia ^{[2
]}

Martinez-Garcia, Rebeca ^{[3
]}

机构：

[1] Coimbatore Inst Technol, Dept Civil Engn, Coimbatore 641014, Tamil Nadu, India

[2] Univ Leon, Dept Agr Engn & Sci, Ave Portugal 41, Leon 24071, Spain

[3] Univ Leon, Dept Min Technol Topog & Struct, Campus Vegazana S-N, Leon 24071, Spain

来源：

APPLIED SCIENCES-BASEL | 2021年 / 11卷 / 13期

关键词：

self-compacting concrete; recycled aggregates; design parameters; mechanical properties; MECHANICAL-PROPERTIES; DURABILITY PROPERTIES; HARDENED PROPERTIES; MASONRY MORTARS; PARENT CONCRETE; COARSE; PERFORMANCE; CONSTRUCTION; ADMIXTURES; BEHAVIOR;

D O I：

10.3390/app11136028

中图分类号：

O6 [化学];

学科分类号：

0703 ;

摘要：

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.

引用

页数：22

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