Javascript must be enabled to continue!
Performance of Sustainable Underwater Concrete Containing GGBS and Micro Silica with Anti-Washout
View through CrossRef
Anti-washout concrete (AWC) is engineered for underwater constructions, with resistance to dispersion achieved through the use of anti-washout admixtures (AWAs). This study experimentally investigated the design of sustainable anti-washout concrete mixtures containing a high content of by-product waste materials. The study aims to evaluate sustainable underwater concrete mixtures with high supplementary cementitious materials content, analyze the influence of AWA on compressive strength, and assess the compatibility of anti-washout admixture with both SCMs and superplasticizers. However, the interaction of AWA with a high content of ground granulated blast furnace slag (GGBS) and microsilica in underwater concrete has not been previously investigated. Two groups of concrete mixtures were developed: the first group consisted of two sustainable mixtures, with and without AWA, containing 52.15% ordinary Portland cement (OPC), 43.5% GGBS, and 4.35% micro silica. The second group consisted of two conventional mixtures: one with 100% OPC and the other with 100% OPC plus AWA. Fresh properties, such as slump flow, viscosity (measured by the V-funnel), and air content, were evaluated. Compressive strength was measured to assess mechanical performance. Durability was investigated using four tests: rapid chloride penetration tests (RCPT), water penetration, water absorption, and initial surface absorption tests (ISAT). An anti-washout test was conducted to determine the effectiveness of AWC in minimizing the washout of cement particles. The mixture design introduces an innovative approach to utilizing high levels of SCMs for producing high-strength, durable, and sustainable AWC. The durability results showed that the ISAT test was ineffective for evaluating concrete performance underwater. This research contributes to understanding the effects of AWAs and their compatibility with superplasticizers and SCMs. AWA forms a thixotropic gel that protects cement particles from washout and is highly compatible with superplasticizers.
Ital Publication
Title: Performance of Sustainable Underwater Concrete Containing GGBS and Micro Silica with Anti-Washout
Description:
Anti-washout concrete (AWC) is engineered for underwater constructions, with resistance to dispersion achieved through the use of anti-washout admixtures (AWAs).
This study experimentally investigated the design of sustainable anti-washout concrete mixtures containing a high content of by-product waste materials.
The study aims to evaluate sustainable underwater concrete mixtures with high supplementary cementitious materials content, analyze the influence of AWA on compressive strength, and assess the compatibility of anti-washout admixture with both SCMs and superplasticizers.
However, the interaction of AWA with a high content of ground granulated blast furnace slag (GGBS) and microsilica in underwater concrete has not been previously investigated.
Two groups of concrete mixtures were developed: the first group consisted of two sustainable mixtures, with and without AWA, containing 52.
15% ordinary Portland cement (OPC), 43.
5% GGBS, and 4.
35% micro silica.
The second group consisted of two conventional mixtures: one with 100% OPC and the other with 100% OPC plus AWA.
Fresh properties, such as slump flow, viscosity (measured by the V-funnel), and air content, were evaluated.
Compressive strength was measured to assess mechanical performance.
Durability was investigated using four tests: rapid chloride penetration tests (RCPT), water penetration, water absorption, and initial surface absorption tests (ISAT).
An anti-washout test was conducted to determine the effectiveness of AWC in minimizing the washout of cement particles.
The mixture design introduces an innovative approach to utilizing high levels of SCMs for producing high-strength, durable, and sustainable AWC.
The durability results showed that the ISAT test was ineffective for evaluating concrete performance underwater.
This research contributes to understanding the effects of AWAs and their compatibility with superplasticizers and SCMs.
AWA forms a thixotropic gel that protects cement particles from washout and is highly compatible with superplasticizers.
Related Results
A Comprehensive Review on the Ground Granulated Blast Furnace Slag (GGBS) in Concrete Production
A Comprehensive Review on the Ground Granulated Blast Furnace Slag (GGBS) in Concrete Production
In the last few decades, the concrete industry has been massively expanded with the adoption of various kinds of binding materials. As a substitute to cement and in an effort to re...
Thermal Performance and Electrical Sensitivity of Foamed Concrete Incorporating Ground Granulated Blast-Furnace Slag (GGBS)
Thermal Performance and Electrical Sensitivity of Foamed Concrete Incorporating Ground Granulated Blast-Furnace Slag (GGBS)
The steady stream of technological advancements in the realm of construction materials has engendered an increased emphasis on the investigation of foamed concrete produced with ag...
Correlating washout to strength loss of underwater concrete
Correlating washout to strength loss of underwater concrete
A research project was undertaken to evaluate the effect of mixture parameters on the fresh and hardened properties of underwater concrete. Washout loss was determined using either...
Durability of alumina silicate concrete based on slag/fly ash blends against corrosion
Durability of alumina silicate concrete based on slag/fly ash blends against corrosion
Purpose
The durability of concrete structures, especially built-in corrosive environments, starts to deteriorate after 20–30 years, even though they have been designed for more tha...
Self-flowing underwater concrete mixtures
Self-flowing underwater concrete mixtures
The placement of conventional concrete mixtures in underwater construction results in a high percentage of material loss owing to washout of cement paste. The current paper present...
Geotechnical Enhancement and Carbon Sequestration in Expansive Soils using Ground Granulated Blast Slag
Geotechnical Enhancement and Carbon Sequestration in Expansive Soils using Ground Granulated Blast Slag
Expansive soils, characterised by high plasticity and susceptibility to moisture-induced volume changes, pose major challenges to infrastructure performance. This study investigate...
A Review: GGBS as a Cement Replacement in Concrete
A Review: GGBS as a Cement Replacement in Concrete
Abstract
Numerous infrastructures have been effectual on the list with the demands of Malaysia’s economic growth due to the country’s explosive growth. As a result, ...
Development of injectable long‐acting controlled release intravitreal depot of BAY224 using biodegradable silica microparticle‐silica hydrogel composite
Development of injectable long‐acting controlled release intravitreal depot of BAY224 using biodegradable silica microparticle‐silica hydrogel composite
PurposeIntravitreal (IVT) therapies are a standard of care for many ocular diseases. Frequent administration and injection‐based adverse events pose a hurdle for effective upkeep o...

