EXPERIMENTAL STUDY ON HIGH STRENGTH CONCRETE BY INCORPORATING CIVIL 7 SEM MVO.pptx

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Experimental My Research paper named " Experimental study of concrete by incorporating waste broken tiles

Engineering

EXPERIMENTAL STUDY ON HIGH STRENGTH
CONCRETE BY INCORPORATING SOLID WASTE
MATERIAL
Guided By-
Mr. Anurag Wahane
Students Name :
Munazza Amir Khan (Team leader)
Veena Dewangan
Omprakash Rajak

LITERATURE REVIEW
Author Objective Materials Conclusion Code
Meghna
Limbachiya
T. Leelawat
R.K. Dhir
A test
programme to
study the use of
recycled
concrete
aggregate
(RCA) in high-
strength
concrete
Recycled
concrete
aggregate
RCA= 20-
10
mm,Natural
Aggregate=
20
mm,Portlan
d
cement,Sup
erplasticizer,
Air –
Entraining
Admixtures
The general
trends observed
indicate that
coarse RCA can
be used in a
range of high-
strength
concrete mixes
with satisfactory
engineering
properties,
namely
compressive
strength
BS 882
BS 12
4BS 5057
BS 5075
BS 1881
BS 5328

V.R Kodur
M.A Sultan
For use in
fire
resistence
calculation,
the relevant
thermal
properties of
high strength
concrete
were
determined
Cement (
Normal
Type 1),
Silica
Fume ,
Coarse
Aggregate
= 9.5mm,
Fine
aggregate
,
Water,Ste
el Fiber
The type of
aggregate
has
important
influence on
the thermal
properties of
HSC at high
temperatures
. The
presence of
carbonate
aggregate in
HSC
increases fire
resistance.
American
Society of
civil
Engineering

Md. Abdeer
Rashid
Md. Abul
Mansur
Review of
litrature
regarding the
requirment of
ingredient
material for
producing high
strength
concrete
Low heat of
hydration
cement
[type – 2]
Type – 1
cement,Coa
rse
aggregate
=1/2 – 3/8
inch [10-12
mm], Fine
aggregate ,
admixture,C
hemical –
superplastic
izer ,
Natural =
Fly ash
silica fume
High strength
concrete with
compressive
strength as
high as 127
MPa can be
obtained using
OPC and the
naturally
obtainable
coarse
aggregate
ACI 21104R-93
ACI 318 (1999)
ACI 363 R-92
(1992)

M.Mazloom
A.A
Ramezanianp
our
J .J Brooks
The paper
represent
short-long
term
mechanical
properties of
HSC with
different
level of silica
fume.
OPC,
SilicaFume,
Aggregate=1
0mm,
(Granite
stone and
sand )
The
compressive
strength of
concrete
mixtures
containing
silica fume
did not
increase
after the age
of 90 days.
ACI
Committee
209
JCI Commtte
ACI
Committee
318
Y.N.Chan
G.F Peng
M. Ansion
Damage to
high stregth
concrete &
Normal
strength
concrete under
high
tempratures
was identified.
OPC, Crushed
granite=10-
20mm,
Sand,
Plasticizer
The
mechanical
strength of
HSC decreased
in a
Alike manner
to that of NSC
when
subjected to
high
temperatures
up to 1200°C.
NIL

Vanchai Sata
Chai
Jaturapitakk
ul
Kraiwood
Kiattikamal
Use of PALM
oil fuel ash
as
pozzolanic
material in
product in
HSC
Portland
cement,
Coarse
aggregate
=10mm,Fine
aggregate
Concrete
containing
up to 30% of
ground
POFA gives
the 28 days
compressive
strength in
the range of
79.8–85.9
MPa, which
is higher
than that of
manage
concrete on
the order of
103–111%.
ACI(2000 a)
ACI 363R-92
ACI(2000 b)
ACI 234 R-96

H.Donza
O.Cabrera
E.F Irassar
High
strength
concrete with
different fine
aggregate
High early
strength
Portland
cement,
Coarse
aggregate
crushed
aggregate
=16mm,
Superplastici
zer,
Fine
aggregate
From 4
different
minerolog
ical
source
The shape
and texture
of crushed
sand
particles
have an
important
effect on the
interlocking
of paste and
aggregate
particles,
leading to an
improvement
of strength of
concrete
ACI
Committee
363
CIRSDOC
201-82

 To achieve high compressive strength characteristic
of concrete by adding solid waste material.

 INGREDIENTS
 CEMENT- Ordinary portland cement Grade 33 is
used in experiment. This cement is available from
laboratory.

– The size of coarse
aggregate is use 20mm from IS 10262-2019
CLAUSE 6.2.3 TABLE 6. It is available from
laboratory.

 FINE AGGREGATE – The size of fine aggregate is
use as per IS 383 after sieve analysis

According to IS 456:2000 pH should be 6.0-8.0

 Specific Gravity Of Cement
 Sieve Analysis Of Aggregate
 Specific Gravity & Water Absorption Of Coarse
Aggregate
 Specific Gravity & Water Absorption Of Fine Aggregate

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