Skip to main content

Alkali Activated Binder | Alkali Activated Cement





What's wrong with cement which is a highly used material in the construction industry.  cement has good binding properties than other binding materials like if we compare with lime. so let's go to know two major regions which insist us to find out other alternatives.

CO Emission : 

About 1.35 billion tons made per year Ordinary Portland cement (OPC) is typically used in the production of concrete as a binder. In the production of OPC carbon dioxide (CO2) is also produced.  OPC is responsible for approximately 7% of the total CO2 emissions released into the atmosphere per year worldwide. so due to many environmental concerns, the need to develop a new, sustainable alternative for OPC is needed.

Workability : 

Another problem faced by OPC concrete is related to its durability issues. OPC has a relatively high permeability, thus allowing water and other harmful media to penetrate concrete, causing corrosion and carbonation problems.

So what would be Alternative?

In this blog, I am gonna explain about Alkali Activated Binder

Why: Alkali Activated binders have shown to be a potential solution to OPC concrete concerns. Alkali – activated binders are seen to be a more sustainable choice due to its use of waste by-products, such as slag from the production of iron or fly ash from the burning of coal.



HOW TO GET alkali-activated binder

Davidovits, when he used to work in the industry, proposed that an alkaline liquid that can react with the silicon (Si ) and aluminum (Al) in a source material of geological origin or in by-product material can be used to produce binders.

  Exp.  Fly ash, when combined with an alkaline activator such as sodium hydroxide (NaOH) or           sodium silicate has been seen to produce not only a strong concrete binder but also more durable,     in comparison to OPC when exposed to harsh environments

       
        Source material         +              Alkaline liquid 

Alkali activated cement constitutes of two main compounds namely source materials and alkaline liquids.

What could be the source material?

  Generally, we take those waste materials having aluminum content more to minimize the CO2
  emissions.
 &
  Depending on aluminum and calcium contents we can classify GEO-POLYMER, SOIL CEMENT,    INORGANIC-POLYMER  CALCIUM SULFO-ALUMINATE, and  ORDINARY PORTLAND        CEMENT 



So, we are gonna use waste material having a low content of calcium and high content of aluminum. for example: fly ash, granulated blast furnace slag, rice husk ash, silica fume, red mud, municipal solid waste, metakaolin, or other alumina-rich materials 

What could be  Alkaline liquid?
  The alkaline liquids are from soluble alkali metals which are sodium or potassium-based. 
  Sodium hydroxide (NaOH) or Potassium Hydroxide (KOH) and Sodium silicate or Potassium 
  silicate are most widely used alkaline liquid.


Alkali-activated cement (AAC), also broadly termed as geopolymers (mainly for those systems with low content of calcium).

       the application of inorganic polymers as construction materials is unfavorable due to the high price of commercially available raw materials. For example, the price of metakaolin has risen during the last years due to its high demand. Therefore, in recent years, there is a trend to investigate alternative prime materials to be revalorized for the development of alkali-activated binders. In recent literature, other raw materials than metakaolin, mainly waste products from different industrial origins, are increasingly studied to be processed to synthesis an alkali-activated binder or geopolymer binder, and very promising results have been found, but also indicate that further research is needed. the synthesis of geopolymers out of waste ceramics which were activated by alkali hydroxides and/or sodium/potassium silicate solutions. compressive strength measured after 28 days was 71.1 MPa and favorable thermodynamically stable properties were observed. The results approve the approach of recycling ceramic wastes for the production of value-added alkali-activated composites.

      The greatest effect on strength characteristics is made by soluble sodium silicates. The alkali-activated cement concretes made using sodium silicates have high compressive strength reaching 120–140 MPa. 

Producing binders using low basic calcium or calcium-free aluminosilicates (clays) and solutions containing alkali metals. the binders called "soil cement" and the corresponding concretes "soil silicates".



 Composition of Waste material or source material 
 In the below table, we have taken compositions of fly ash and ground granulated blast-furnace slag



GRADE OF ALKALI-ACTIVATED FLY ASH CONCRETE AND RATIO




CORRESPONDING COMPRESSIVE STRENGHT



Comments

Popular posts from this blog

Understanding Slope Stability and Types of Landslide Movement

Slopes are integral components of both natural landscapes and human-made constructions. However, slope stability can be compromised, leading to slope movements or landslides that pose significant risks to infrastructure and human lives. In this blog post, we will delve into the world of slope stability, exploring the causes of slope failures, different types of landslide movements, and the methods employed to assess and mitigate slope instability. Causes of Slope Failures: Slope failures can be attributed to various natural and human-induced factors. Natural causes include gravitational forces, water saturation, erosion, seismic activity, changes in aquifer levels, volcanic eruptions, and freeze-thaw weathering cycles. On the other hand, human-induced causes encompass activities such as toe excavations, infrastructure loads, machine vibrations, construction of weak embankments or earth dams, and deforestation, which can exacerbate slope instability. Types of Landslide Movements: Lands...

Solving PLAXIS Error Code 103: Understanding and Resolving Load Advancement Procedure Failures

PLAXIS is a widely used geotechnical engineering software for analyzing soil behavior and predicting the response of structures. However, encountering errors during simulations can be frustrating. One such error is Error Code 103, which occurs when the load advancement procedure fails.  In this blog, we will delve into the causes of this error and provide practical solutions to overcome it. So, let's explore how to resolve PLAXIS Error Code 103 and successfully complete your simulations! Understanding PLAXIS Error Code 103: Error Code 103 typically occurs when PLAXIS encounters difficulties while advancing the load during the analysis. It indicates a problem with the load advancement procedure, hindering the successful completion of the simulation. Common Causes of Load Advancement Procedure Failures: a. Numerical Instability: The load advancement procedure can fail due to numerical instability caused by inappropriate model settings, such as unrealistic soil parameters or ...

Understanding Dilation in Overconsolidated Clay Soils during Shearing

In geotechnical engineering, the behavior of soil under stress is a fascinating subject. One aspect that requires careful consideration is the potential for dilation in overconsolidated clay soils during shearing. In this blog post, we will explore the factors influencing dilation and shed light on its significance. So, let's dive in! Understanding Dilation in Overconsolidated Soils: Overconsolidated soils have experienced higher levels of stress in the past, resulting in a denser arrangement of soil particles compared to normally consolidated soils. When these soils undergo shearing, they tend to compress less, and in some cases, they may even dilate.   The Role of Previous Maximum Effective Stress: The key factor that determines the likelihood of dilation is the magnitude of the previous maximum effective stress experienced by the clay soil. This stress represents the maximum stress level the soil has encountered in the past.   Why Dilation Occurs: When the p...