Showing posts with label GGBS. Show all posts
Showing posts with label GGBS. Show all posts

Thursday, 31 July 2025

Determining the Effect of Alccofine and GGBS Addition on the Durability of Cement Concrete | Chapter 7 | Current Approaches in Engineering Research and Technology Vol. 6

 

The durability of cement concrete is well defined as its ability to resist weathering action, chemical attack, or any other process of deterioration. Durable concrete will hold its original form quality, and serviceability when exposed to the environment. The primary component of concrete is Portland cement. Large-scale cement production facilities use a lot of energy and generate a lot of unwanted products (CO2), which harm the environment and deplete natural resources. This threat to ecology has led researchers to use industrial by-products as a supplementary cementitious material in making concrete. In view of this silica fume (SF), ground granulated blast furnace slag (GGBS), rice husk ash, fly ash (FL), metakolin, alccofine (AL), micro-fine material, etc.; are tried out for replacing cement partially or fully in concrete, without compromising on its strength, also reduce greenhouse gases and sustainable way of management of waste. Alccofine is a specially processed product based on slag of glass content with high reactivity obtained through the process of granulation. A new ultra-fine material that emerged in the market is called Alccofine. This is available as a cementitious material for replacing cement. Since this is a new material, a study is tried out with the combination of Alccofine and GGBS. Ordinary Portland Cement 53 grade was used throughout the study and the grade of concrete is M20. Totally 108 cubes and 27 cylinders were cast and tested in the laboratory with nine different percentage combinations of Alccofine (A), GGBS (G) and cement (C) (C100, C70A0G30, C90A10G0, C60A10G30, C30A10G30, C40A0G60, C85A15G0, C55A15G30, C25A15G60). The average loss of weight and loss of compressive strength is considerably low. As the attack proceeds, all the cement compounds are evenly broken and leached away, together with carbonate aggregate material. In each case, 3 nos. of specimens were used for repeatability. It is intended to study the compressive strength, and its durability properties like acid attack test, sulphate attack test and rapid chloride permeability test (RCPT). Among the nine different combinations, the maximum compressive strength of concrete is achieved by using AL10% and GGBS 30% is 38.08 N/mm2. C60A10G30 is 28.76% higher than the control mix. The result shows that concrete incorporating alccofine and GGBS have higher compressive strength and alccofine enhanced the durability of concrete also. It is recommended to utilize the AL material with cement after checking its other durability properties and flexural studies on beams.

 

Author(s) Details

Balamuralikrishnan R
Department of Civil and Environmental Engineering, College of Engineering, National University of Science and Technology, Muscat, P.O Box: 2322, CPO Seeb 111, Sultanate of Oman.

 

Saravanan J
Department of Civil and Structural Engineering, Annamalai University, Pin: 608001, Tamil Nadu, India.

 

Please see the book here:- https://doi.org/10.9734/bpi/caert/v6/1218

Tuesday, 5 October 2021

Performance Evaluation of Reinforced Geopolymer Concrete as Earthquake Resistant Composite | Chapter 6 | New Approaches in Engineering Research Vol. 15

With the increasing challenges of ground vibrations due to seismic activity and the ever-increasing threat of blast loadings on structures, it has become more than a simple necessity to incorporate robust design strengths into structures without compromising serviceability life. When structural elements' ability to absorb and disperse energy through post elastic deformations subjected to multiple cycles of these loading is naturally incorporated at cheap cost, their performance is well acknowledged. The single controlling property for a structural element's healthy performance is its flexural element's ductility. Although several elements contribute to the ductility of Reinforced Geopolymer Concrete (RGPC), low calcium-based fly ash and GGBS have chemical proportions that allow RGPC to generate significant ductility when mixed in an intelligent way that meets structural and economic requirements. The impact of low calcium fly ash, GGBS, River sand, M-sand, Steel Grade, manufactured fibres, and natural fibres on RGPC ductility is investigated in this study using load testing 51 with reinforced flexural elements. Similar tests on the flexural ductilities of Ordinary Portland Cement based flexural elements conducted by other researchers show that Reinforced Geopolymer Concrete Structural Elements are extremely comparable and appreciated.

Author(S) Details

N. B. Mahantesh
Department of Civil Engineering, Alliance College of Engineering and Design, Bengaluru, India.

View Book:- https://stm.bookpi.org/NAER-V15/article/view/4025

Thursday, 11 June 2020

Research on Utilization of Waste Materials in Soil Stabilization | Chapter 11 | Emerging Trends in Engineering Research and Technology Vol. 3

Soil strength plays a vital role in the construction field. The main purpose of this project is to stabilize red soil with the help of various waste materials. The waste materials used are rice husk ash, lime, ground granulated blast furnace slag and coconut coir fiber. These waste materials have been mixed with the soil in the ratio 10%, 20% and 30% and subjected to various tests Specific Gravity Test, Sieve Analysis Test, Plasticity Index Test, Standard Proctor Test, Unconfined Compression test and California Bearing ratio test. A comparative increase in soil strength was found with all the waste materials. Thus, ultimately the soil is stabilized with the help of these waste materials.

Author(s) Details

Mr. R. Sanjay Kumar
Department of Civil Engineering, Aarupadai Veedu Institute of Technology, Vinayaka Missions Research Foundation (VMRF), Paiyanoor, India.

Dr. D. S. Vijayan
Department of Civil Engineering, Aarupadai Veedu Institute of Technology, Vinayaka Missions Research Foundation (VMRF), Paiyanoor, India.

C. Nivetha

Department of Civil Engineering, Aarupadai Veedu Institute of Technology, Vinayaka Missions Research Foundation (VMRF), Paiyanoor, India.

D. Parthiban
Department of Civil Engineering, Aarupadai Veedu Institute of Technology, Vinayaka Missions Research Foundation (VMRF), Paiyanoor, India.

View Book :- http://bp.bookpi.org/index.php/bpi/catalog/book/179