International Journal of Scientific Research in Civil Engineering
Geena George2021
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High strength concrete (HSC) is highly promising building material widely used in large scale concrete constructions that require high strength, high flow ability and high durability. Several studies have been carried out in past decades to identify the use of supplementary cementitious material in concrete. To increase the durability along with strength of concrete leads to the use of high-strength concrete which is more beneficial for environmental attacks on the structure. Various studies are performed on HSC with respect to workability, strength and durability. The addition of different mineral and chemical admixtures increases the strength and durability of HSC. The effect of SCM on strength durability of High Strength Concrete(HPC)using GGBS with Alccofine & GGBS with silica fume is studied.
Related papers
A Review on High Strength Concrete using GGBS with Alccofine and GGBS with Silica Fume
International journal of scientific research, 2021
High strength concrete (HSC) is highly promising building material widely used in large scale concrete constructions that require high strength, high flow ability and high durability. Several studies have been carried out in past decades to identify the use of supplementary cementitious material in concrete. To increase the durability along with strength of concrete leads to the use of high-strength concrete which is more beneficial for environmental attacks on the structure. Various studies are performed on HSC with respect to workability, strength and durability. The addition of different mineral and chemical admixtures increases the strength and durability of HSC. The effect of SCM on strength durability of High Strength Concrete(HPC)using GGBS with Alccofine & GGBS with silica fume is studied.
Influence of Silica Fume and GGBS on Strength Characteristics of High Performance Concrete
To study the role of silica fume and ground granulated blast furnace slag (GGBS) on concrete strength characteristics of a high-strength test program has been accomplished. Different concrete mixtures were cast and tested with different levels of cement replacement (0 %, 10 %, 20 %, 30% and 40 %) of GGBS with active silica fume as addition (0 %, 5 %, 10 % and 15 % by weight of cement). High performance concrete (HPC) is a concrete meeting special combinations of performance and uniformity requirements. This leads to examine the admixtures to improve the performance of the concrete. The usage of mineral admixtures in the concrete not only enhances its strength properties but also durability. The main objective of this study is to determine the optimal replacement percentages that can be appropriately used in Indian conditions. To find the optimal replacement GGBS with the addition of silica fume in M60 grade concrete with maintaining water cement ratio of 0.32 .
Influence of supplementary cementitious materials on engineering properties of high strength concrete
The influence of supplementary cementitious materials (SCMs), namely silica fume, metakaolin, fly ash and ground granulated blast-furnace slag, on the engineering properties of high strength concrete (HSC) has been investigated in this study. Workability, compressive strength, elastic modulus, porosity and pore size distribution were assessed in order to quantify the effects of the different materials. The results show that the inclusion of the different SCMs has considerable influence on the workability of HSC. Silica fume and metakaolin significantly enhanced the strength of HSC. Fly ash reduced the early-age strength; however, it enhanced the long-term strength of the HSC. Likewise, ground granulated blast-furnace slag impaired the early-age strength, but marginally improved the long-term strength at low replacement levels. The general effect of the different SCMs on the elastic modulus of HSC is rather small compared to their effect on strength. There are good correlations between both static and dynamic moduli and compressive strength. The EC 2 and ACI 209 provide a good estimate of static modulus of elasticity from compressive strength, while the BS8110 gives a good estimate of static modulus of elasticity from dynamic modulus of HSC containing the different SCMs. Porosity and pore size were reduced with the addition of the different SCMs. The volume of mesopores in the ranges of <15 nm and 15-30 nm was notably increased for HSC containing SCMs, whereas the percentage of macropores was significantly reduced.
STUDY ON THE MECHANICAL PROPERTIES OF HIGH STRENGTH CONCRETE USING G.G.B.S AND SILICA FUME AS PARTIAL REPLACEMENT OF CEMENT
IRJET, 2023
The aim of this investigation is to assess how mineral admixtures can enhance the compressive and flexural properties of concrete by partially substituting cement. The research will involve conducting trial and error experiments to explore the impact of Silica fume and GGBS when partially replacing cement while maintaining a constant water-cement ratio to produce highstrength concrete. To achieve this, concrete samples of varying percentages of Silica Fume (5%, 8%, and 10%) and GGBS (25-50%) will be casted and evaluated, with partial substitution of cement, in sizes of 150mmx150mmx150mm (cube) and 500 X 100 X 100 mm (beam). The goal of the study is to identify the optimal percentage of Silica fume and GGBS that will provide the highest compressive strength (M65, M70, M75) and flexural strength. The research involves an analysis of how mineral admixtures such as Silica fume and GGBS can be effectively used in cement and concrete construction materials.
EFFECT OF MINERAL ADMIXTURES ON CHARACTERISTICS OF HIGH STRENGTH CONCRETE
There is great need to conserve all the natural resources. The various steps to be adopted in the direction that includes minimization of production of energy consuming materials and heavy utilization of industrial by-products. High strength concrete can be produce using such materials like fly ash, slag and silica fumes. In many countries, these materials are already used in manufacturing of concrete. Some of these material can be used as replacement for cement. Ultimately it results in the reduction of the cost manufacturing of concrete and reduces environmental pollution. To study the effect of mineral admixtures such as fly ash, slag and silica fume on mechanical properties of high strength concrete under the uniaxial compression and split tensile, experimental studies have been conducted. The cement was replaced by 5%, 10%, 15% and 20% with fly ash and slag respectively. The compressive strength and split tensile test were conducted on concrete specimen with different percentages of fly ash and slag at age of 7 days, 28 days and 56 days. This study shows that materials used in this experiment are suitable for HSC.
Properties and Microstructure of High Strength Concrete Incorporating Different Supplementary Cementitious Materials
The construction industry has recently focused on the use of sustainable and innovative building materials, which called for the production of many supplementary cementitious materials with concrete to make the concrete produced durable and sustainable. Since high-strength concrete has many advantages other than its high strength, it has recently been used in non-traditional applications after for a long time confined to well-known traditional applications. This study presents the effect of micro ferrosilicon (FS) and mineral materials on high-strength concrete properties, where silica fume (SF), FS, and metakaolin (Mk) were used as additives to cement. Besides the consistency test, all-ages compressive strength, splitting tensile strength, modulus of elasticity and water permeability were investigated on the produced HSC. Microstructure analyses are carried out by SEM and EDX tests. The results showed a continuous decrease in a slump with the increase in mineral material, however, 15% FS and 15% MK were determined as the optimum percentage of the desired mechanical property. HSC performs up to 88 MPa compressive strength, 7.49 MPa tensile strength, and 39.89 GPa modulus of elasticity, as well as good durability properties. Finally, the high-strength concrete under consideration is suitable for use in both conventional and non-conventional applications and supports sustainable development and infrastructure development.
Study on the Properties of High-Performance Concrete: A Review
IRJET, 2022
India uses more than 100 million cubic meters of concrete per year, making it the most common building material there. Numerous varieties come in a variety of uses. High performance special concrete is one such variety that has greater durability and strength than regular special concrete with lower water cement ratio. The primary benefits relate to placement and consolidation without compromising strength. By using this, slender sections can be made with longer life in severe environments thus reducing the total quantity of material. The purpose of this paper is to describe the various supplementary cementitious materials used for HPC along with their impacts and other ingredients and their properties.
High strength concrete using ground granulated blast-furnace slag with Alccofine and with silica fume
Mehran University Research Journal of Engineering and Technology
High strength concrete (HSC) is highly promising building material widely used in large scale concrete constructions that require high strength, high flow ability and high durability. Several studies have been carried out in past decades to identify the use of supplementary cementitious material in concrete. To increase the durability along with strength of concrete leads to the use of high-strength concrete which is more beneficial for environmental attacks on the structure. Various studies are performed on HSC with respect to workability, strength and durability. The addition of different mineral and chemical admixtures increases the strength and durability of HSC. The effect of SCM on strength and durability of High Strength Concrete (HPC) using ground granulated blast-furnace slag (GGBS) with Alccofine and GGBS with silica fume is studied.
Durability Aspects Study of GGBS and Crusher Sand Based High Performance Concrete
— Concrete made from ordinary Portland cement continues to be used as one of the primary material because of its durability and strength characteristics in service life. But the contrary becomes the case when such concrete is exposed to aggressive environment created by the prevalence of chloride ions that are common in marine/coastal environment characterized by temperature extremes, that is peculiar to India. Same time, present global environmental requirements suggest the civil engineers for reducing the consumption of OPC. Use of mineral admixtures like Blast Furnace Slag, Fly Ash and Silica Fume etc. in concrete may be a suitable solution in such situation. Hot marine and coastal environment with large variations in temperature, constitute an aggressive environment that has been found to be deleterious to the strength and durability characteristics of concrete, thus causing premature deterioration of concrete structures. Research works to reverse this trend go on continuously. This paper presents one of such works which investigates the effect of partial replacement of cement with slag and replacement of normal river sand with crusher dust for concrete preparation. The specimens cured at elevated temperatures were studied for all the durability criteria at the optimized crusher sand percentage. It discusses the resistance of GGBFS blended concrete to Chloride attack, Sulfate attack, Carbonation, Aggregate-Silica reaction and Frost attack with factors influencing its performance. It was found out that partial replacement of cement with slag increases the resistance of concrete to chloride penetration. The durability of HPC specimens was evaluated on the basis of reduction in compressive strength when exposed in Sulfuric acid (pH=5) solution for 28 days. Specimens containing lesser alkali were found to have lower water absorption as compared to normal concrete.
Mechanical and durability performance of ultra-high-performance concrete incorporating SCMs
Production of ultra-high performance concrete (UHPC) requires a high volume of micro silica (MS), called silica fume, that accounts for around 20% to 40% by weight of cement. Using large quantity of MS can impede the use of UHPC in the market due to its high cost and limited resources. This paper evaluates the possibility of producing sustainable UHPC utilizing Supplementary cementitious materials (SCMs) such as Metakaolin (MK), Fly Ash (FA) and Natural Pozzolan (NP) as a partial replacement of MS. The mechanical characteristics such as compressive strength, flexural strength, and fracture toughness and durability performance such as chloride penetrability, water permeability, drying shrinkage, water absorption, electrical resistivity and sulfate resistance were investigated. The results exhibited that a partial replacement of MS with 60% NP, 60% FA and 40% of MK contributed the paramount UHPC mixtures, with satisfactory strength and flowability requirements. The outcomes indicate that the increase in ultra-fine dosages decreases the flowability and increases the strength, as the finer particles perform as a filler between the cement and coarser grains. The UHPC specimens containing FA provided the worthiest results in comparison to other specimens. This study outcome also indicated that the SCMs can be used to develop UHPC with significant improvements in the mechanical and durability performance in comparison with conventional UHPC.
National Conference on Cost Effective Civil Engineering Practices
for Rural and Urban Infrastructural DevelopmentIn association with
International Journal of Scientific Research in Civil Engineering
© 2021 IJSRCE | Volume 7 | Issue 1 | ISSN : 2456-6667
A Review on High Strength Concrete using GGBS with Alccofine and
GGBS with Silica Fume
Arjunkumar B1, Geena George2
M.tech. (Construction Technology), Department of Civil Engineering, EPCET , Bangalore, Karnataka, India.
1
Associate Professor ,Department of Civil Engineering, EPCET , Bangalore, Karnataka India
2
ABSTRACT
High strength concrete (HSC) is highly promising building material widely used in large scale concrete
constructions that require high strength, high flow ability and high durability. Several studies have been
carried out in past decades to identify the use of supplementary cementitious material in concrete. To increase
the durability along with strength of concrete leads to the use of high-strength concrete which is more
beneficial for environmental attacks on the structure. Various studies are performed on HSC with respect to
workability, strength and durability. The addition of different mineral and chemical admixtures increases the
strength and durability of HSC. The effect of SCM on strength durability of High Strength
Concrete(HPC)using GGBS with Alccofine & GGBS with silica fume is studied.
Keywords : Highstrength concrete, Alccofine, GGBS, Silica Fume
I.
INTRODUCTION
The concrete is generally classified according to
Nowadays huge quantity of concrete is consumed in
strength as(a) conventional concrete, up to grade 60
construction industry to meet the increasing demand
MPa,(b) high strength concrete (HSC), grades 60 – 90
of infrastructure due to increase in population and
MPa,(c)very high strength concrete (VHSC), grades
urbanization. The continuous global demand for
90 – 130 MPa (d) reactive powder concrete (RPC),
concrete indicates that, more aggregate and cement is
grades 200 – 800 MPa; (e) high performance
required in the production of concrete, thereby
lightweight concrete (HPLC) greater than 55 MPa.
leading to more extraction and depletion of deposits
The use of high strength concrete in the construction
of natural gravel, and increased CO2 emission. The
industry has increased over the past years. This
conventional concrete is designed on the basis of
experimental study involves the use of mineral
compressive strength does not meet durability
admixture such as alccofine 1203 and GGBS in
requirements .High strength concrete (HSC ) aims to
enhance strength and consequent advantages owing
enhancing the mechanical properties of high strength
concrete. Silica fume is a by-product of the silicon
to improved strength,) is used in the majority of
smelting process which is apozzolanic material. Silica
construction
applications.
fume is usedin high-strength concrete in two
possesshigh
strength,workability,
durability.
HSC
is
a
concrete
density
and
different ways, as replacement for cement, and as an
additive to improve properties of concrete. The main
Copyright: © the author(s), publisher and licensee Technoscience Academy. This is an open-access article distributed
under the terms of the Creative Commons Attribution Non-Commercial License, which permits unrestricted noncommercial use, distribution, and reproduction in any medium, provided the original work is properly cited
67
© 2021 IJSRCE | Online ISSN: 2456-6667| Published : 09/01/2021 | Page No : 67-70
advantage of mineral admixtures in high-strength
of Alccofineimproves the workability and strength of
concrete is to reduce the cement content, which
concrete.It can be added directly with cement.
results in economic and environmental benefits but
Alccofine-1203 enhances the concrete properties.
also increases the compressive strength and durability.
Because of its fine particle size water demand is
reduced can be considered as a high range water
High Strength Concrete is required in engineering
reducer to improve the workability.
projects which has to resist high compressive
.
loads.It is typically used in the construction of high
rise structures for components such as columns ,
shear walls and foundations and . also used in the
construction of highwaybridges.HSC also permits
reinforced or prestressed concrete girders to span
greater lengths than thenormal concrete girders. It
also enables to build the super structures of long
span bridges and to enhance the durability of bridge
decks. The use of high strength concrete offers
numerous advantages in the sustainable and
economical design of structures.
Ground granulated blast furnace slag (GGBS) is a byproduct given from the steel industry. Blast furnace
slag is defined as “the non-metallic product consisting
essentially of calcium silicates and other bases that is
to be developed in a molten condition simultaneously
with iron and blast furnace to use as a cementitious
material the GGBSmust be ground as finer than the
cement .The fineness of grind will determine how
rapidly the slag will react in the concrete.
Silica fume, also known as micro silica, consists of
Factors to be considered in thedesign of High
ultrafine glassy spheres of silicon dioxide. It is a by-
Strength Concrete
product of the metallic silicon and ferrosilicon alloy
production at high temperatures with an average
The important factors that govern the strength of
particle diameter of 150 nm. It is 50 to 100 times finer
concrete are
than the average size of cement and flash particles.
Properties of cement paste
Themicrosilica improves the early age strength, as it
Properties of aggregate
reacts fast in the first 3 days, also improves the
Various chemical and mineral admixtures
consistency of the fresh concrete.
Properties of the admixtures used
Proportions of the constituents to be used
II. LITERATUREREVIEW
Paste-Aggregate reaction
Mixing, Compaction and Curing
A. General:
In the present investigation, GGBS and alccofine
Admixtures used
1203 and silica fume has been utilized to find the
characteristics
influencing
the
high
strength
concrete. Replacing some portion of cement with
GGBS and alcidine 1203 and replacing some portion
of cement with GGBS and silica fume where the
varying proportions are fixed by reviewing the
literatures.
Alccofine isa manufactured slag with high content of
glass and high reactivity. The ultrafine particle
Volume 7, Issue 1, January-February-2021| www.ijsrce.com
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© 2021 IJSRCE | Online ISSN: 2456-6667| Published : 09/01/2021 | Page No : 67-70
B. Review of Literatures:
6)
Revanth Jagana (2017): High strength concrete
(HSC) has characteristic cube strength between
1)
2)
1.Mazloom, (2004): This paper investigated the
40 and 100 N/mm2, although higher strengths
effect of binder system containing different levels
of silica fume to improve the mechanical
have been achieved and used. Higher strength
properties of concrete. Partial replacement of
precast and insitu works. High Strength Concrete
silica fume at an interval of 5% (0% to
is specified where reduction in
15%).Maximum compressive strength obtained is
important or architectural considerations require
70 N/mm² at 15% which is the optimum
smaller load carrying elements. The cost of
percentage.
Ajeesha, Rohini & Nair (2015):This paper focused
reinforced cement concrete is found to
be lesser for M60 grade concrete compared to
on the role of ultrafine slag (Alccofine 1203) in
M20 grade concrete.
improving the properties of concrete. Alccofine
3)
between 80 to 100 N/mm2 is used for both
7)
weight is
Alaa M. Rashad (2014) This paper investigated
1203 is replaced at varying percentage of 0% to
the validity of producing high strength concrete
12%. Optimum results were obtained at for
interval of 8-10% by OPC with compressive
(HSC) using moderate cement content to reduce
strength of 55.77 N/mm², flexural strength of
is reduced from 500 kg/m3 to 400 kg/m3. The
9.08 N/mm² and split tensile strength of 3.75
reduction in amount of cement is compensated
N/mm² for 28 days curing.
by adding fine limestone (LS) powder. The effect
Alok Kumar, OshinParihar & Rahul Chaudhary
on characteristic strength of concrete such as
(2016):This paper studied the influence of
alccofine 1203 as a mineral admixture in
compressive strength, flexural strength and split
the consumption of the binders. Cement content
tensile strength is studied.
concrete when it is added in cement concrete.
III. CONCLUSION
Partial replacement of 43 grade OPC by
alccofine for varying percentage of 5% to 15%
4)
&
This paper reviews intensively about the great
potential of biological method, using the bacteria
Kondraivendhan (2011): In this paper studied
capable of precipitating ncrete can produce cost
the effect of Ground Granulated Blast-furnace
effective strong or durable structures.
at an interval of 5% by total weight of OPC.
Darren Lim, Da Xu ,SabetDivsholi
Slag (GGBS) as a mineral admixture to improve
IV. REFERENCES
the workability and reducing the strength of
concrete. The specimens containing 30% of
5)
UFGGBS achieved higher compressive strength
[1]. Alok Kumar, OshinParihar, Rahul Chaudhary,
109.8 N/mm² and also resistance to chloride
ShivPrakash Singh, (2016) “Use of Alccofine 1206
penetration into the concrete
to achieve high strength durable concrete” SSRG-
5 PendhariAnkush
(2016):This
study
has
conducted with the varying the proportions of
micro silica with cement and GGBFS added
about 20%. Micro silica is used in different
International Journal of Civil Engineering, vol. 3
Issue 5 .
[2]. Saurabh Gupta, Sanjay Sharma, Devinder Sharma
(2015) “A Review on Alccofine : A
percentages from 0% to 10%. The maximum
supplementary
compressive
International Journal of Modern Trends in
strength
of
66.43
N/mm²
is
achieved at for a combination of 10% micro
cementitous
material”
Engineering and Research vol. 2 Number 8.
silica, 20% GGBFS and 70% cement.
Volume 7, Issue 1, January-February-2021| www.ijsrce.com
69
© 2021 IJSRCE | Online ISSN: 2456-6667| Published : 09/01/2021 | Page No : 67-70
[3]. Swamy, (1999) “Role of Slag in the development
[10]. Alaa M. Rashad (2014)
of Durable and Sustainable High Strength
Strength
Concrete
Concretes"
proceedings
Content
Incorporating
Symposium
on
concrete
of
International
technology
for
with
“A Study on High
Moderate
Limestone
Cement
Powder”
Building Research Journal
sustainable development in the 21s Century,
Hyderabad, pp. 186-121.
[4]. Yatin Patel, Shah B. K., Patel P. J, (2013) “Effect
of Alccofine 1203 and Fly Ash Addition on the
Durability of High Performance Concrete”
International Journal of Scientific Research and
Development, Vol. 1, Issue 3, ISSN (online) 23210613.
[5]. S. Vijaya Bhaskar Reddy,Dr.P.Srinivasa Rao
“Experimental Studies on Compressive Strength
of Ternary Blended Concretes at Different Levels
of Micro Silica and GGBS” First International
Conference
on
Materials
Research
and,
Application (ICMRA2016), ELSEVIER Materials
Today Proceedings: 11- 13 March, 2016
[6]. Dilip Kumar Singha Roy,Amithava Sil, “Effect of
Partial Replacement of cement by silica fume on
Hardened Concrete” International Journal of
Emerging
Technology
and
Advanced
Engineering (ISSN 2250-2459, Volume 2, Issue 8,
August
[7]. V.Bhikshmaa,K.NitturkarbandY.
Venkatesham,
“Investigations on mechanical Properties of High
strength silica fume concrete” Asian journal of
civil engineering (building and housing) vol. 10,
no. 3 (2009) pages 335-346.
[8]. Surekha T; Dr. Chandrashekhar A, “Experimental
investigations on properties of concrete with
silica fume, ggbs and pvc dust’’www.ijraset.com
volume 3, special issue-i1, june 2015 ic value:
13.98 issn 2321-9653 International journal for
research in applied science & engineering
technology (ijraset).
[9]. Revanth Jagana (2017) “High Strength Concrete”
International Journal of Engineering sciences &
Research Technology” ISSN: 2277-9655 ,DOI:
10.5281/zenodo.291853.
Volume 7, Issue 1, January-February-2021| www.ijsrce.com
70
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