No

1. Eco-efficient self compacting concrete with
silica fume and GGBS with M sand
Under the guidance of
Mr Bhojaraja M, B.E, M.Tech
Assistant professor
By
Pranav K P 4SO19CV026
Vivek M 4SO19CV039
Karthik 4SO20CV403
Saraswathi C 4SO20CV413
Department of Civil Engineering
ST JOSEPH ENGINEERING COLLEGE
Vamanjoor, Mangaluru – 575028

2. • Introduction
• Methodology
• Literature review
• Objectives..
Content

3. • Self compacting concrete is an efficient new
concrete method that is flow able without
segregation or bleeding and does not require
additional compaction.
• In this study, we are using environmental
friendly materials in the Self compacted
concrete to reduce the carbon dioxide emission
from the cement industry.
• It is estimated that SCC may result in up to 40%
faster construction than using normal concrete.
• In the meantime, the use of SF, FA, GGBS for
sustainable development and the production of
eco-friendly concrete is of great importance.
Introduction

4. • In this study, silica fume and GGBS is used as a part of cementitious
materials to improve the properties of self-compacting concrete (SCC)
with fly ash.
• Including above cementitious material we will be using M-sand and
superplasticizers.
• The work involves three types of mixes, the first consisted of different
percentages of fly ash (FA) and Silica fume, the second uses different
percentages of fly ash (FA) and GGBS, and the third uses a mixture of FA
with SF and GGBS.
Introduction

5. 10-05-2023 5
Methodology
Idea Discussion Literature Study
Search of material
Material Collection
Study of material
properties
Mix Design and
Preparation of Mould
Study on fresh concrete
Casting & Testing of
Specimens
Evaluation of the
results
Finalize of the
Report

6. YEAR Author Objective Outcomes
2022 Md. Habibur Rahman Sobuz
1,*ORCID,Ayan Saha 1,Jannatul
Ferdous Anamika 1, et.al
This paper investigates SCC
with flyash, rice husk, waste
copper wire fibre with
different percentage
1] Waste copper fiber makes
SCC less workable.
2] The addition of 2% rice
husk ash as a substitution for
cement makes the SCC more
viscous.
3] adding waste copper fiber
reinforcement and mineral
admixture like RHA to the SCC
can achieve adequate
mechanical properties to use
in real life construction.
2021 Chunru dong , Qingyang Zhang , Chuan
chen , et.al
This paper investigates SCC
with Recycled polypropylene
plastic , flyash , silica fume .
1)Recycled waste materials
makes scc durable and eco
friendly.
2)Improves the workability ,
mechanical properties and
durability of recycled
aggregate
Literature review

7. YEAR Author Objective Outcomes
2019 Erhan guneyisi , Yahya R. Atewi ,
Mustafa F. Hassan, et. al
This paper investigates SCC
with fly ash , glass fiber , nano
silica .
1) The results show that SCC
with replacement of 2% ,
4% NS and maximum
amount of GF achived the
lower rate of workability.
2) Glass fibre gives more
tensile strength.
2019 Rabar H. Faraj , Aryan Far H. Sherwani
,Ako Daraei , et.al
This paper investigates SCC
with silica fume , recycled
polypropylene plastic particles
medium size aggregate .
1) The compressive strength
of f self-compacting high-
strength concrete (SCHSC)
was significantly reduced
with increasing the RPPP.
2) e. The combination of 70%
OPC, 10% SF and 20% FA
as ternary blends

8. YEAR Author Objective Outcomes
2020 Abhishek Jain a , Rajesh Gupta a ,
Sandeep Chaudhary.
This paper investigates SSC
with granite waste and fly ash.
1) The utilization of GW
decreased the dry density
of the SCC mixture. The
inclusion
2) The compressive and
flexural strength of the
SCC mixes increased with
the incorporation of up to
40% GW. However, the
utilization of fly ash in
granite based SCC mixes
reduced the strength.
2020 Rabar H. Faraj a, , Hunar F. Hama Ali a ,
Aryan Far H. Sherwani , et. al
This paper investigates SCC
with plastic waste , plastic
fibre and natural aggregate
1) RP can be used in SCC as
the replacement material
with NAs or as the
addition of PF to improve
the FRSCC composite
2) RP type, the amount of
replacement and the
shape of the particles
significantly influence the
fresh and mechanical
properties of RPSCC.

9. Objectives
• To determine the flowablity of the fresh concrete.
• To determine the strength characteristic of harden concrete.
• To compare the performance characteristic with respect to GGBS &
silica fume.