Properties of Fresh and Hardened ConcreteRishabh Lala
Properties of Fresh (Workability)
Hardened Concrete (Workability,Permiablitiy,Durablility)
Thermal properties
Micro-cracking of concrete
Mix Design
Rheology
Causes of Damage of Concrete
Concrete
The word concrete comes from the Latin word "concretus". Which means compact.Now a days concrete is most common and necessary things in our life.
The history of cementing materials together goes back to the time when prehistoric man prepare his cave to build shelter.
He used mud and clay to fill the gap between stone. To keep out the wind and cold.
Later the Assyrians and Babylonians used clay as their bonding substance and straw to make a shape.
The Egyptians used lime and gypsum and crushed stone to create a material that would harden even better.
Concrete -
The most used construction material.
In here a brief about its -
Ingredients
Grades
Production &
Properties
are discussed with appropriate pictorial presentation making it quite simpler for understanding.
the main component of civil engineering is concrete and this presentation is based on the different types of concrete used in civil engineering that will help students
concrete basic for civil engineer
about concrete prporiec
fild test
vipration on site
site quality control
First batch of concrete each day
Whenever the consistency of concrete appears to vary
Whenever strength-test cylinders are made at jobsite
Placement lines are dark lines on the formed surface at the boundary between adjacent batches of concrete. Generally, they indicate that the vibrator was not lowered far enough to penetrate the layer below the one being vibrated.
Cold joints —Delays in concreting can result in cold joints. To avoid cold joints, placing should be resumedsubstantially before the time of initial set. For unusually long delays during concreting, the concrete should be kept live by periodically revibrating it. Concrete should be vibrated at approximately 15 minute intervals or less, depending upon job conditions. Concrete should not be over vibrated to the point of causing segregation. Furthermore, should the concrete approach time of initial setting, vibration should be discontinued and the concrete should be allowed to harden. A cold joint will result, and suitable surface preparation measures should be applied
Properties of Fresh and Hardened ConcreteRishabh Lala
Properties of Fresh (Workability)
Hardened Concrete (Workability,Permiablitiy,Durablility)
Thermal properties
Micro-cracking of concrete
Mix Design
Rheology
Causes of Damage of Concrete
Concrete
The word concrete comes from the Latin word "concretus". Which means compact.Now a days concrete is most common and necessary things in our life.
The history of cementing materials together goes back to the time when prehistoric man prepare his cave to build shelter.
He used mud and clay to fill the gap between stone. To keep out the wind and cold.
Later the Assyrians and Babylonians used clay as their bonding substance and straw to make a shape.
The Egyptians used lime and gypsum and crushed stone to create a material that would harden even better.
Concrete -
The most used construction material.
In here a brief about its -
Ingredients
Grades
Production &
Properties
are discussed with appropriate pictorial presentation making it quite simpler for understanding.
the main component of civil engineering is concrete and this presentation is based on the different types of concrete used in civil engineering that will help students
concrete basic for civil engineer
about concrete prporiec
fild test
vipration on site
site quality control
First batch of concrete each day
Whenever the consistency of concrete appears to vary
Whenever strength-test cylinders are made at jobsite
Placement lines are dark lines on the formed surface at the boundary between adjacent batches of concrete. Generally, they indicate that the vibrator was not lowered far enough to penetrate the layer below the one being vibrated.
Cold joints —Delays in concreting can result in cold joints. To avoid cold joints, placing should be resumedsubstantially before the time of initial set. For unusually long delays during concreting, the concrete should be kept live by periodically revibrating it. Concrete should be vibrated at approximately 15 minute intervals or less, depending upon job conditions. Concrete should not be over vibrated to the point of causing segregation. Furthermore, should the concrete approach time of initial setting, vibration should be discontinued and the concrete should be allowed to harden. A cold joint will result, and suitable surface preparation measures should be applied
In general, Developing and maintaining world’s facilities to meet the future needs have developing to improve the total well-being. The standard and performance of concrete perform a critical role for most of the facilities including commercial, industrial, and residential and army, public works, and power plants. Concrete sets as the solid hydrates, and is an exothermic response, means it produces heat response goes quickly when the concrete is a hot condition. The primary reason for the concrete's strength and setting time is not the air temperature range but the particular heat range. Varying climate circumstances at a work site cold and hot, windy or relaxed, dry or moist may be considerably different from the best possible conditions believed at sufficient time a concrete mix is specified designed, or selected, or from lab circumstances in which concrete samples are saved and tested. This paper provides the results of a study performed to look at the condition of concrete in hot and cold weather in the construction industry under the climate of Afghanistan.
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A Memorandum of Association (MOA) is a legal document that outlines the fundamental principles and objectives upon which a company operates. It serves as the company's charter or constitution and defines the scope of its activities. Here's a detailed note on the MOA:
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Name Clause: This clause states the name of the company, which should end with words like "Limited" or "Ltd." for a public limited company and "Private Limited" or "Pvt. Ltd." for a private limited company.
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Registered Office Clause: It specifies the location where the company's registered office is situated. This office is where all official communications and notices are sent.
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Association Clause: It simply states that the subscribers wish to form a company and agree to become members of it, in accordance with the terms of the MOA.
Importance of Memorandum of Association:
Legal Requirement: The MOA is a legal requirement for the formation of a company. It must be filed with the Registrar of Companies during the incorporation process.
Constitutional Document: It serves as the company's constitutional document, defining its scope, powers, and limitations.
Protection of Members: It protects the interests of the company's members by clearly defining the objectives and limiting their liability.
External Communication: It provides clarity to external parties, such as investors, creditors, and regulatory authorities, regarding the company's objectives and powers.
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Binding Authority: The company and its members are bound by the provisions of the MOA. Any action taken beyond its scope may be considered ultra vires (beyond the powers) of the company and therefore void.
Amendment of MOA:
While the MOA lays down the company's fundamental principles, it is not entirely immutable. It can be amended, but only under specific circumstances and in compliance with legal procedures. Amendments typically require shareholder
As a business owner in Delaware, staying on top of your tax obligations is paramount, especially with the annual deadline for Delaware Franchise Tax looming on March 1. One such obligation is the annual Delaware Franchise Tax, which serves as a crucial requirement for maintaining your company’s legal standing within the state. While the prospect of handling tax matters may seem daunting, rest assured that the process can be straightforward with the right guidance. In this comprehensive guide, we’ll walk you through the steps of filing your Delaware Franchise Tax and provide insights to help you navigate the process effectively.
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Cracking the Workplace Discipline Code Main.pptxWorkforce Group
Cultivating and maintaining discipline within teams is a critical differentiator for successful organisations.
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5 Things You Need To Know Before Hiring a Videographer
Concrete properties
1. Properties of Concrete
Concrete is an artificial conglomerate stone made
essentially of Portland cement, water, and aggregates.
Properties of Concrete
While cement in one form or another has been around for
centuries, the type we use was invented in 1824 in Britain.
It was named Portland cement
because it looked like the
stone quarried on the Isle ofq
Portland.
Properties of Concrete
Joseph Aspdin (1779-1835)
patented the clay and limestone
cement known as Portland cement
in 1824.
Joseph's son, William Aspdin’s kiln
d t k th fi t iused to make the first genuine
Portland cement.
Portland cement was first used in
the civil engineering project by
Isambard Kingdom Brunel (1806-
1859), as the lining of the Thames
Tunnel.
Properties of Concrete
Portland cement is produced by mixing ground limestone,
clay or shale, sand and iron ore.
This mixture is heated in a rotary kiln to temperatures as
high as 1 600 degrees Celsiushigh as 1,600 degrees Celsius.
The heating process causes the materials to break down
and recombine into new compounds that can react with
water in a crystallization process called hydration.
Portland Cement
The raw ingredients of
Portland cement are iron
ore, lime, alumina and
silica.
These are ground up and
fired in a kiln to produce a
clinker.
After cooling, the clinker is
very finery ground.
CIVL 1101 Introduction to Concrete 1/10
2. Properties of Concrete
When first mixed the water and cement constitute a paste
which surrounds all the individual pieces of aggregate to
make a plastic mixture.
A chemical reaction called hydration takes place
between the water and cement, and concrete normally
changes from a plastic to a solid state in about 2 hours.
Concrete continues to gain strength as it cures.
Heat of hydration - is the heat given off during the
chemical reaction as the cement hydrates.
Properties of Concrete
Tricalcium silicate – C3S
Dicalcium silicate – C2S
Properties of Concrete
Tricalcium aluminate – C3A
Tetracalcium aluminoferrite
Properties of Concrete
Tricalcium aluminate – C3A
Properties of Concrete
Scanning-electron micrographs of hardened cement paste
Properties of Concrete
Image shown is a two-dimensional
slice from a three-dimensional
spherical computational volume
Unhydrated cement cores are dark
blue,,
Inner C-S-H product is red,
Outer C-S-H project is yellow, and
Water-filled space is light blue
CIVL 1101 Introduction to Concrete 2/10
3. Properties of Concrete
Stages of hydration:
Properties of Concrete
Range in proportions of materials used in concrete, by absolute volume.
Bars 1 and 3 represent rich mixes with small size aggregates.
Bars 2 and 4 represent lean mixes with large size aggregates.
Water/Cement Ratio
The single most important indicator of strength is the ratio
of the water used compared to the amount of cement
(w/c ratio)
Basically, the lower this ratio is, the higher the finaly, , g
concrete strength will be.
This concept was developed by Duff Abrams of The
Portland Cement Association in the early 1920s and is in
worldwide use today.
Water/Cement Ratio
A minimum w/c ratio (water-to-cement ratio) of about 0.3
by weight is necessary to ensure that the water comes
into contact with all cement particles (thus assuring
complete hydration).
Typical values are
in the 0.4 to 0.6
Water/Cement Ratio
Advantages of low water/cement ratio:
Increased strength
Lower permeability
Increased resistance to eathering Increased resistance to weathering
Better bond between concrete and reinforcement
Reduced drying shrinkage and cracking
Less volume change from wetting and drying
Concrete Curing
Curing - maintenance of a satisfactory moisture content
and temperature in concrete for a suitable period of time
immediately following placing & finishing so that the
desired properties may develop.
Factors that effect curing:
Time
Temperature
Moisture
CIVL 1101 Introduction to Concrete 3/10
4. Concrete Curing Concrete Curing
Concrete Curing
Concrete strength gain versus time for concrete exposed to
outdoor conditions. Concrete continues to gain strength for
many years when moisture is provided by rainfall and other
environmental sources.
Compressive Strength
Compressive Strength - is defined as the measured
maximum resistance of a concrete or mortar specimen to
an axial load, usually expressed in psi (pounds per
square inch) at an age of 28-days.
Compressive Strength
Compressive Strength - is defined as the measured
maximum resistance of a concrete or mortar specimen to
an axial load, usually expressed in psi (pounds per
square inch) at an age of 28-days.
Properties of Concrete
1.00
0.75
Age (days)
7 283 14
0.50
0.25
CIVL 1101 Introduction to Concrete 4/10
5. Properties of Concrete
During the first week to 10 days of curing it is important
that the concrete not be permitted to freeze or dry out
In practical terms, about 90% of its strength is gained in
the first 28 daysthe first 28 days.
Concrete compressive strength
depends upon many factors:
quality and proportions
of the ingredients
the curing environment.
Stress–Strain Diagram
12
4
8
Strain
Concrete Material Properties
Most structural concrete have f’c values in the 3,000 to
5,000 psi range.
High-rise buildings sometimes utilize concrete of 12,000
or 15,000 psi
Concrete has no linear portion to its stress-strain curve,
therefore it is difficult to measure the modulus of elasticity
Concrete Material Properties
For concretes up to about 6,000 psi it can be
approximated as:
1 5
33 .
E w f'
where w is the unit weight (pcf), f’c is the cylinder
strength (psi).
33 cE w f
Concrete Material Properties
The weight density of reinforced concrete using normal
aggregates is about 150 lb/ft3 (pcf).
If 5 pcf of this is allowed for the steel and w is taken as
145 pcf then:145 pcf then:
57,000 'cE f
Concrete Material Properties
Effect of voids in concrete on modulus of elasticity,
compressive strength, and flexural strength
CIVL 1101 Introduction to Concrete 5/10
6. Concrete used in structures and pavements is expected
to have long life and low maintenance.
It must have good durability to resist anticipated exposure
conditions.
The most potentially destructive weathering factor is
Freeze-Thaw Resistance
The most potentially destructive weathering factor is
freezing and thawing while the concrete is wet,
particularly in the presence of deicing chemicals.
Deterioration is caused by the freezing of water and
subsequent expansion in the paste, the aggregate
particles, or both.
Specimens Subjected to 150 Cycles of
Freezing and Thawing
Non-air-entrained
High water-cement ratio
Air-entrained
Low water-cement ratio
Freeze-Thaw Resistance
Type I cement
Freeze-Thaw Resistance
Type I cement
Concrete Shrinkage
As concrete cures it shrinks because the water not used
for hydration gradually evaporates from the hardened mix
Concrete, like all materials, also undergoes volume
changes due to thermal effectschanges due to thermal effects.
The heat from the exothermic hydration process adds to
this problem.
Concrete Shrinkage
Since concrete is weak in tension, it will often develop
cracks due to such shrinkage and temperature changes.
Consider a freshly placed
concrete slab-on-gradeconcrete slab on grade
CIVL 1101 Introduction to Concrete 6/10
7. Mix Proportions
The ingredients of concrete can be proportioned by
weight or volume.
The goal is to provide the desired strength and workability
at minimum expenseat minimum expense.
A low w/c ratio is used to achieve strong concrete.
Could you increased the cement content and use enough
water for good workability and still have a low w/c ratio?
Concrete Mix Design Relationships
Strength
w/c
water
Workability
cement
Cost
Aggregate Size and Shape
Larger aggregate sizes have relatively smaller surface
areas (for the cement paste to coat)
Use the largest practical aggregate size and the stiffest
practical mix.p
Workability
Workability - that property of freshly mixed concrete that
determines its working characteristics, i.e. the ease with
which it can be mixed, placed, compacted and finished.
Factors effecting workability:
Method and duration of transportation
Quantity and characteristics of cementing materials
Concrete consistency (slump)
Aggregate grading, shape & surface texture
% entrained air
Water content
Concrete & ambient air temperature
Admixtures
Slump Test
A good indication of the water content of a mix and thus
the workability) can be had from a standard slump test.
Most concrete mixes have slumps in the 2- to 5-in range.
Slump Test
A good indication of the water content of a mix and thus
the workability) can be had from a standard slump test.
CIVL 1101 Introduction to Concrete 7/10
8. Slump Test Slump Test
Consolidation
Good consolidation (left) is needed to achieve a dense
and durable concrete.
Poor consolidation (right can result in early corrosion of
reinforcing steel and low compressive strength.
Curing of Concrete
Why cure concrete? Curing serves two main
purposes:
it t i i t i th l b th t th t it retains moisture in the slab so that the concrete
continues to gain strength
it delays drying shrinkage until the concrete is strong
enough to resist shrinkage cracking
Types of Portland Cement
There are five basic types of Portland cement in use
today:
Type I General purpose
Type II Sulfate resisting, concrete in contact with highyp g, g
sulfate soils
Type III High early strength, which gains strength faster
than Type I, Enabling forms to be removed
sooner
Type IV Low heat of hydration, for use in massive
construction
Type V Severe sulfate resisting
Aggregates
Coarse aggregates are larger than 3/8 inch in diameter
Fine aggregate (sand) is made up of particles which are
smaller than 3/8 ” in diameters a e a 3/8 d a e e
The quality of aggregates is very important since they
make up about 60 to 75% of the volume of the concrete
Normal and lightweight concrete
CIVL 1101 Introduction to Concrete 8/10
9. Admixtures
Admixtures are chemicals which are added to the mix to
achieve special purposes
There are basically four types:
air-entraining agents,
workability agents,
retarding agents, and
accelerating agents
Also test batches of concrete is investigate the effects of
concrete performance
The ACI Code
The American Concrete Institute (ACI), based in Detroit,
Michigan, is an organization of design professionals,
researchers, producers, and constructors.
One of its functions is to promote the safe and efficient
design and construction of concrete structures.
An important ACI publication is the Building Code
Requirements for Reinforced Concrete and Commentary.
Concrete Slabs Concrete Slabs
T-shaped foundations are used in areas where the ground freezes.
First, the footing is placed
Second, the walls are constructed and poured
Lastly, the slab is placed.
Concrete Slabs
Slab on grade used in areas where ground does not freeze.
The edges of the slab-on-grade are thicker than the interior of the slab.
The slab-on-grade is monolithic (poured all at one time).
Concrete Slabs
Only works with a heated structure.
Has the benefits of a the slab-on-grade method (concrete poured
monolithically) in areas subject to frost.
Concrete is poured in one operation versus 3 pours required for T-shaped
foundations.
CIVL 1101 Introduction to Concrete 9/10
10. Why Consider Creep?
Creep is increasing deformation that takes place when a
material sustains a high stress level over a long time
period.
In a beam, the additional long term deflection due to
creep can be as much as two times the initial elasticcreep can be as much as two times the initial elastic
deflection
Why Use Reinforcing in Concrete?
The purpose of this
reinforcing is to
accommodate tensile
stresses and to minimize
th idth f k th tthe width of cracks that
do develop.
To control creep use
compression steel.
Properties of Concrete
The End
CIVL 1101 Introduction to Concrete 10/10