Standard consistency
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The basic aim is to find out the water content required to produce a cement paste of standard consistency as specified by the IS: 4031 (Part 4) – 1988. The principle is that standard consistency of cement is that consistency at which the Vicat plunger penetrates to a point 5-7mm from the bottom of Vicat mould.
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2. testing of cement ppt
The document describes 7 different tests conducted on cement:
1. Field testing examines the cement's appearance, texture, and behavior when mixed with water.
2. The standard consistency test determines the percentage of water needed to achieve a standardized consistency for cement paste.
3. The fineness test evaluates the particle size distribution of cement, with finer particles offering a greater surface area for hydration.
4. The soundness test ensures cement does not expand after setting, which could indicate excess lime causing unsoundness.
5. The strength test measures the compressive strength of cement mortar mixtures at various ages (3, 7, 28 days).
6. The heat of hydration test examines the heat released
How to determine Initial and Final Setting Time of Cement?
Get PPT here
https://civilinsider.com/initial-and-final-setting-time-of-cement/
During Construction using concrete, cement paste, mortar certain time is required for mixing, transportation, placing, compacting and finishing. During this time concrete, mortar, cement paste should be in plastic condition and should not harden and it is mandatory that one should use the concrete before it starts to loose its plasticity. So How should someone know how long is concrete workable? and How much travel time is permitted for concrete?
Well its Setting time that tells us how long concrete is going to be workable. Now the question is What is Setting Time of Cement?
Cement test
Cement is tested through laboratory and field tests to evaluate its properties and suitability. Key laboratory tests described in the document include:
- Fineness tests which measure particle size and surface area to determine reactivity.
- Setting time tests which ensure cement sets within specified time limits.
- Compressive strength tests where cement mortar cubes are crushed to determine strength over time.
- Soundness and loss of ignition tests which evaluate volume stability and carbon/moisture content.
Results of laboratory tests help ensure cement meets standards before use in construction projects.
1 specific gravity of cement
1) The document describes a procedure to determine the specific gravity of cement through use of a pycnometer, kerosene, and water.
2) Key steps include weighing the empty and filled pycnometer to determine volumes, then using the densities of kerosene and water to calculate the specific gravity of the cement.
3) The specific gravity of cement provides information about its composition and quality, and is typically between 3.12-3.19 for ordinary Portland cement.
Compressive strength in concrete test
This document discusses the compressive strength of concrete. It defines compressive strength as the ability of a material to withstand pushing forces. Concrete is strong in compression but weak in tension. The document describes how to test the compressive strength of concrete cube and cylinder specimens. It provides details on specimen size, curing, loading rate, and calculating compressive strength based on applied load divided by cross-sectional area.
Concrete Mix Design Report
The report is being made on the experience of 3 weeks office training.
briefly describes the quality tests of Fine and Coarse aggregates .
Complete calculation of concrete mix design is included with solved numerical equations.
Cement, water and admixtures quality test is not performed because the contractor purchase it from other chemical and cement manufacturer company.
Specific Gravity of Cement
Specific gravity is the ratio of the density of a substance to the density of a reference substance; equivalently, it is the ratio of the mass of a substance to the mass of a reference substance for the same given volume.
By: Sarchia Khursheed
Normal Consistency and Sitting times of cement paste
This document describes procedures for determining the normal consistency, setting times, and fineness of cement through various tests. The normal consistency test involves adding varying amounts of water to cement to find the water-cement ratio that gives a paste with a penetration depth between 5-7 mm. The initial setting time is found to be 1 hour and 22 minutes, while the final setting time is generally between 10-12 hours. The Blaine permeability test measures fineness through the specific surface area, found to be 93.52 m2/kg for the sample tested.
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2. testing of cement ppt
The document describes 7 different tests conducted on cement:
1. Field testing examines the cement's appearance, texture, and behavior when mixed with water.
2. The standard consistency test determines the percentage of water needed to achieve a standardized consistency for cement paste.
3. The fineness test evaluates the particle size distribution of cement, with finer particles offering a greater surface area for hydration.
4. The soundness test ensures cement does not expand after setting, which could indicate excess lime causing unsoundness.
5. The strength test measures the compressive strength of cement mortar mixtures at various ages (3, 7, 28 days).
6. The heat of hydration test examines the heat released
How to determine Initial and Final Setting Time of Cement?
Get PPT here
https://civilinsider.com/initial-and-final-setting-time-of-cement/
During Construction using concrete, cement paste, mortar certain time is required for mixing, transportation, placing, compacting and finishing. During this time concrete, mortar, cement paste should be in plastic condition and should not harden and it is mandatory that one should use the concrete before it starts to loose its plasticity. So How should someone know how long is concrete workable? and How much travel time is permitted for concrete?
Well its Setting time that tells us how long concrete is going to be workable. Now the question is What is Setting Time of Cement?
Cement test
Cement is tested through laboratory and field tests to evaluate its properties and suitability. Key laboratory tests described in the document include:
- Fineness tests which measure particle size and surface area to determine reactivity.
- Setting time tests which ensure cement sets within specified time limits.
- Compressive strength tests where cement mortar cubes are crushed to determine strength over time.
- Soundness and loss of ignition tests which evaluate volume stability and carbon/moisture content.
Results of laboratory tests help ensure cement meets standards before use in construction projects.
1 specific gravity of cement
1) The document describes a procedure to determine the specific gravity of cement through use of a pycnometer, kerosene, and water.
2) Key steps include weighing the empty and filled pycnometer to determine volumes, then using the densities of kerosene and water to calculate the specific gravity of the cement.
3) The specific gravity of cement provides information about its composition and quality, and is typically between 3.12-3.19 for ordinary Portland cement.
Compressive strength in concrete test
This document discusses the compressive strength of concrete. It defines compressive strength as the ability of a material to withstand pushing forces. Concrete is strong in compression but weak in tension. The document describes how to test the compressive strength of concrete cube and cylinder specimens. It provides details on specimen size, curing, loading rate, and calculating compressive strength based on applied load divided by cross-sectional area.
Concrete Mix Design Report
The report is being made on the experience of 3 weeks office training.
briefly describes the quality tests of Fine and Coarse aggregates .
Complete calculation of concrete mix design is included with solved numerical equations.
Cement, water and admixtures quality test is not performed because the contractor purchase it from other chemical and cement manufacturer company.
Specific Gravity of Cement
Specific gravity is the ratio of the density of a substance to the density of a reference substance; equivalently, it is the ratio of the mass of a substance to the mass of a reference substance for the same given volume.
By: Sarchia Khursheed
Normal Consistency and Sitting times of cement paste
This document describes procedures for determining the normal consistency, setting times, and fineness of cement through various tests. The normal consistency test involves adding varying amounts of water to cement to find the water-cement ratio that gives a paste with a penetration depth between 5-7 mm. The initial setting time is found to be 1 hour and 22 minutes, while the final setting time is generally between 10-12 hours. The Blaine permeability test measures fineness through the specific surface area, found to be 93.52 m2/kg for the sample tested.
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2) The initial setting time is the time when the needle penetration is 5mm or higher. The final setting time is identified visually when the needle leaves an impression but the cutting edge fails to penetrate.
3) Specifications require a minimum initial setting time of 45 minutes and maximum final setting time of 10 hours or 375 minutes depending on the standard used. The test determines if the cement meets these specifications.
Durability of concrete
Concrete permeability is a key factor in its durability. Permeability is affected by water-cement ratio, with lower ratios producing less permeable concrete. Curing also impacts permeability. Proper curing, including moist curing, produces less permeable concrete. Permeability testing involves measuring water flow through a sample over time under pressure. Sulfate attack can occur when sulfates penetrate permeable concrete and form expansive compounds that crack the material. Resistance to sulfates is improved with lower permeability concrete.
Durability and Permeability of Concrete
This document discusses the durability and permeability of concrete. It defines durability as the ability to last a long time without significant deterioration. Permeability is defined as the property that governs the rate of flow of a fluid into a porous solid. The document discusses factors that affect the durability and permeability of concrete such as water-cement ratio, cement properties, aggregate type and quality, curing methods, and use of admixtures. Maintaining a low water-cement ratio and limiting chloride and sulfate levels in concrete are important for ensuring durability.
Placing of concrete
Shotcrete is a process where concrete or mortar is pneumatically projected at high velocity onto a surface. It can be placed using dry or wet mixes through pneumatic guns onto difficult surfaces like vertical walls. Shotcrete provides compaction during placement and is used in tunnels, dams, pools and for repairs. When placing concrete underwater, the tremie method involves placing concrete at the bottom of a form through a pipe to displace water without washing out cement. Choosing the best concrete placement method depends on factors like the job location, size, and amount of concrete needed above, at or below ground.
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The subbase/base thickness of pavement is governed by the CBR value of the subgrade soil along with some other parameters such as traffic intensity, climatic conditions, etc. Dynamic cone penetration test (DCPT) value conducted in the field can be used to estimate the CBR value provided a suitable relationship exists between CBR and DCPT value.Aggregate - coarse aggregates, testing & limits
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Tests on cement
This document discusses various tests conducted on cement:
1. Field testing checks for lumps, color, texture, and stability when mixed with water.
2. The standard consistency test determines the ideal water-cement ratio for uniform consistency.
3. Fineness, soundness, and strength tests evaluate particle size, potential expansion, and compressive strength. Proper testing ensures cement meets specifications for hydration, strength development, and resistance to damage.
Hydration of cement
The document discusses the hydration of cement compounds. The four main compounds (Bogue's compounds) are tricalcium silicate (C3S), dicalcium silicate (C2S), tricalcium aluminate (C3A), and tetracalcium aluminoferrite (C4AF). C3S hydrates rapidly and provides early strength, while C2S hydrates slowly and provides later strength. C3A hydrates very fast unless gypsum is added, in which case it forms ettringite. C4AF hydrates similarly to C3A but more slowly. The hydration processes of the individual compounds involve formation of calcium silicate hydrate, calcium hydroxide
Flow test of concrete
This document describes a flow test conducted to measure the workability of concrete. The test involves filling a slump cone with concrete, raising the cone to allow the concrete to spread across a flow table, and dropping the table 15 times. The average diameter of the spread concrete is then measured. The student conducted the test and found the average diameter was 565mm, within the acceptable range of 400-650mm for flowing concrete. The flow test is concluded to be a useful method for measuring the workability of high-slump concrete in both lab and field settings.
Tests of aggregates
This document provides information on various tests conducted on aggregates that are used in construction. It describes the aggregate abrasion value test, which determines the abrasion resistance and hardness of aggregates. It also summarizes the aggregate impact value test, which evaluates the resistance of aggregates to shocks and impacts, and the aggregate crushing value test, which determines the resistance of aggregates to crushing under gradually applied compressive loads. Finally, it outlines the procedure to determine the specific gravity and water absorption of aggregates.
Aggregates of Concrete
Aggregates make up 65-80% of concrete's volume and are inert fillers that float in the cement paste. Their characteristics impact the performance of fresh and hardened concrete. Aggregates are classified based on size, specific gravity, availability, shape, and texture. Proper aggregate grading leads to a dense, strong concrete mixture. The fineness modulus is a number that indicates an aggregate's grading, and the flakiness index measures elongated particles. Well-graded aggregates with low elongation produce high quality concrete.
Slump Test - Report
1. The document describes a concrete slump test conducted by a student to determine the workability and consistency of a concrete mix.
2. The test procedure involves filling a slump cone with the concrete in layers, tamping each layer with a rod, and measuring the amount the concrete sinks after removing the cone.
3. The results of the test on a concrete mix with a water-cement ratio of 0.45 showed zero slump, indicating a dry mix suitable for road construction where vibration is used for compaction.
Hydration of Portland cement
The document discusses hydration of Portland cement, which is the chemical reaction between cement and water. Key points:
- Hydration involves irreversible exothermic reactions that produce heat and hydration products like calcium silicate hydrates and calcium hydroxide. These bind the cement paste and concrete.
- Understanding hydration is important for achieving optimal strength, durability, and preventing cracks from thermal stresses. Proper curing is also important.
- The main reactants (C3S, C2S, C3A, C4AF) hydrate by different mechanisms to form different products over time as the rate of hydration decreases. Temperature and presence of gypsum affect the reactions.
Properties of Cement
- Cement is tested in the field to check for lumps, consistency, and ability to float in water.
- Laboratory tests include setting time, soundness, fineness, and strength. Setting time tests use a Vicat apparatus to check initial and final set. Soundness tests use a Le Chatelier apparatus to check for expansion. Fineness is measured by the Blaine air permeability test. Strength is measured through compressive testing of cement mortar cubes.
- Common cement types include ordinary Portland cement, rapid hardening cement, sulphate resisting cement, Portland slag cement, and Portland pozzolana cement made by intergrinding clinker with fly ash or calcined clay.
PENETRATION TEST ON BITUMINOUS MATERIALS.
This document describes a penetration test performed on bituminous materials to determine consistency. The test involves vertically penetrating samples of the material with a standard needle under controlled conditions and measuring the penetration distance. Bitumen is characterized based on penetration grades like 30/40 and 40/50, with higher values indicating softer consistency. The document outlines the test apparatus, sample preparation process, testing procedure, and results, noting a mean penetration value of 37.37mm for the tested sample.
Fresh and harden properties of concrete
The document discusses the fresh and hardened properties of concrete. It describes workability, segregation, and bleeding as important fresh properties. Workability is affected by water content, mix proportions, aggregate size and shape. The slump cone test and compaction factor test are described for measuring workability. Hardened properties discussed include compressive strength, flexural strength, and modulus of elasticity. The compression test, flexural strength test, and stress-strain relationship determination are described for evaluating hardened properties.
Fineness test on cement
Fineness is tells about the particle distribution of cement. Fineness of is cement expressed in terms of total surface area of unit weight of of cement.
Tests
1) Sieve analysis ------->I.S.sieve NO.9 is used to test----->permissible limit for OPC is not more than 10% retained on I.S.SIEVE NO.9
2) Air permeability tests----->most commonly used in India is "BLAINE AIR PERMEABILITY TEST"
Finite ElementAnalysis of Doubly Curved Thin Concrete Shells
thin shell is a “Three-dimensional spatial structure made up of one or more curved surfaces whose
thickness is small compared to their other dimensions”. Shells belong to the class of stressed skin structures which,
because of their geometry and small flexural rigidity of the skin, tend to carry loads primarily by direct stresses acting in
their plane. The shells are subjected to pure membrane state of stress, under appropriate loading and boundary
condition the resulting bending and twisting moments are either zero or small which may be neglected. The coordinates
of funicular shells are determined by masonry mould method by developing a computer program. In this study doubly
curved thin shells are analysed using finite element software SAP 2000. Doubly curved shells which are in square plan
having 10mX10m and 15mX15m are considered and shells in rectangular plan having dimensions 10mX15m
and 15mX20m are considered. The behavior of shells under self-weight, live load varying from 0-20KN/m (UDL) is
obtained. In this case study deflection curves, membrane stress and stress contour diagram are obtained. It is observed
that with the increase in rise and thickness of funicular shell the deflection are reduced. The membrane stresses
decreases with the increase in rise and thickness of concrete funicular shell. The aim of this study is to develop shells of
different sizes and investigation is done on the shells by finite element analysis under given uniformly distributed load,
to find out the behavior of shells in various cases using standard software, Structural Analysis Package (SAP 2000).
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3 setting time of cement
1) The document describes a test to determine the initial and final setting times of cement by using a Vicat apparatus. A cement paste sample is prepared and penetration is measured over time using needles to identify when the paste reaches initial and final set points.
2) The initial setting time is the time when the needle penetration is 5mm or higher. The final setting time is identified visually when the needle leaves an impression but the cutting edge fails to penetrate.
3) Specifications require a minimum initial setting time of 45 minutes and maximum final setting time of 10 hours or 375 minutes depending on the standard used. The test determines if the cement meets these specifications.
Durability of concrete
Concrete permeability is a key factor in its durability. Permeability is affected by water-cement ratio, with lower ratios producing less permeable concrete. Curing also impacts permeability. Proper curing, including moist curing, produces less permeable concrete. Permeability testing involves measuring water flow through a sample over time under pressure. Sulfate attack can occur when sulfates penetrate permeable concrete and form expansive compounds that crack the material. Resistance to sulfates is improved with lower permeability concrete.
Durability and Permeability of Concrete
This document discusses the durability and permeability of concrete. It defines durability as the ability to last a long time without significant deterioration. Permeability is defined as the property that governs the rate of flow of a fluid into a porous solid. The document discusses factors that affect the durability and permeability of concrete such as water-cement ratio, cement properties, aggregate type and quality, curing methods, and use of admixtures. Maintaining a low water-cement ratio and limiting chloride and sulfate levels in concrete are important for ensuring durability.
Placing of concrete
Shotcrete is a process where concrete or mortar is pneumatically projected at high velocity onto a surface. It can be placed using dry or wet mixes through pneumatic guns onto difficult surfaces like vertical walls. Shotcrete provides compaction during placement and is used in tunnels, dams, pools and for repairs. When placing concrete underwater, the tremie method involves placing concrete at the bottom of a form through a pipe to displace water without washing out cement. Choosing the best concrete placement method depends on factors like the job location, size, and amount of concrete needed above, at or below ground.
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The principle mechanical properties required in road stones are
Satisfactory resistance to crushing under the roller during construction.
Adequate resistance to surface abrasions under traffic.
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The document describes conducting a slump test to determine the workability of concrete. A slump test measures the consistency or ability of fresh concrete to flow without segregation. Consistency is expressed by the amount of subsidence or "slump" of a concrete sample when a slump cone is lifted. A higher slump indicates more workable concrete suitable for tasks like beams and slabs, while a lower slump is suitable for road work. The test results will be affected by factors like the water-cement ratio.
Estimation of CBR value using Dynamic Cone Penetrometer
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The subbase/base thickness of pavement is governed by the CBR value of the subgrade soil along with some other parameters such as traffic intensity, climatic conditions, etc. Dynamic cone penetration test (DCPT) value conducted in the field can be used to estimate the CBR value provided a suitable relationship exists between CBR and DCPT value.Aggregate - coarse aggregates, testing & limits
This document provides information on aggregates used in traditional building materials. It defines aggregates as fillers used with binding materials that are derived from rocks. Aggregates make up 70-80% of concrete's volume and influence its properties. Aggregates are broadly classified into fine aggregates smaller than 4.75mm and coarse aggregates larger than 4.75mm. The document discusses various types of coarse aggregates based on geological origin, size, shape, and unit weight. It also covers properties of aggregates like strength, shape, specific gravity, moisture content and tests conducted on aggregates. Alkali aggregate reaction and measures to prevent it are summarized.
Tests on cement
This document discusses various tests conducted on cement:
1. Field testing checks for lumps, color, texture, and stability when mixed with water.
2. The standard consistency test determines the ideal water-cement ratio for uniform consistency.
3. Fineness, soundness, and strength tests evaluate particle size, potential expansion, and compressive strength. Proper testing ensures cement meets specifications for hydration, strength development, and resistance to damage.
Hydration of cement
The document discusses the hydration of cement compounds. The four main compounds (Bogue's compounds) are tricalcium silicate (C3S), dicalcium silicate (C2S), tricalcium aluminate (C3A), and tetracalcium aluminoferrite (C4AF). C3S hydrates rapidly and provides early strength, while C2S hydrates slowly and provides later strength. C3A hydrates very fast unless gypsum is added, in which case it forms ettringite. C4AF hydrates similarly to C3A but more slowly. The hydration processes of the individual compounds involve formation of calcium silicate hydrate, calcium hydroxide
Flow test of concrete
This document describes a flow test conducted to measure the workability of concrete. The test involves filling a slump cone with concrete, raising the cone to allow the concrete to spread across a flow table, and dropping the table 15 times. The average diameter of the spread concrete is then measured. The student conducted the test and found the average diameter was 565mm, within the acceptable range of 400-650mm for flowing concrete. The flow test is concluded to be a useful method for measuring the workability of high-slump concrete in both lab and field settings.
Tests of aggregates
This document provides information on various tests conducted on aggregates that are used in construction. It describes the aggregate abrasion value test, which determines the abrasion resistance and hardness of aggregates. It also summarizes the aggregate impact value test, which evaluates the resistance of aggregates to shocks and impacts, and the aggregate crushing value test, which determines the resistance of aggregates to crushing under gradually applied compressive loads. Finally, it outlines the procedure to determine the specific gravity and water absorption of aggregates.
Aggregates of Concrete
Aggregates make up 65-80% of concrete's volume and are inert fillers that float in the cement paste. Their characteristics impact the performance of fresh and hardened concrete. Aggregates are classified based on size, specific gravity, availability, shape, and texture. Proper aggregate grading leads to a dense, strong concrete mixture. The fineness modulus is a number that indicates an aggregate's grading, and the flakiness index measures elongated particles. Well-graded aggregates with low elongation produce high quality concrete.
Slump Test - Report
1. The document describes a concrete slump test conducted by a student to determine the workability and consistency of a concrete mix.
2. The test procedure involves filling a slump cone with the concrete in layers, tamping each layer with a rod, and measuring the amount the concrete sinks after removing the cone.
3. The results of the test on a concrete mix with a water-cement ratio of 0.45 showed zero slump, indicating a dry mix suitable for road construction where vibration is used for compaction.
Hydration of Portland cement
The document discusses hydration of Portland cement, which is the chemical reaction between cement and water. Key points:
- Hydration involves irreversible exothermic reactions that produce heat and hydration products like calcium silicate hydrates and calcium hydroxide. These bind the cement paste and concrete.
- Understanding hydration is important for achieving optimal strength, durability, and preventing cracks from thermal stresses. Proper curing is also important.
- The main reactants (C3S, C2S, C3A, C4AF) hydrate by different mechanisms to form different products over time as the rate of hydration decreases. Temperature and presence of gypsum affect the reactions.
Properties of Cement
- Cement is tested in the field to check for lumps, consistency, and ability to float in water.
- Laboratory tests include setting time, soundness, fineness, and strength. Setting time tests use a Vicat apparatus to check initial and final set. Soundness tests use a Le Chatelier apparatus to check for expansion. Fineness is measured by the Blaine air permeability test. Strength is measured through compressive testing of cement mortar cubes.
- Common cement types include ordinary Portland cement, rapid hardening cement, sulphate resisting cement, Portland slag cement, and Portland pozzolana cement made by intergrinding clinker with fly ash or calcined clay.
PENETRATION TEST ON BITUMINOUS MATERIALS.
This document describes a penetration test performed on bituminous materials to determine consistency. The test involves vertically penetrating samples of the material with a standard needle under controlled conditions and measuring the penetration distance. Bitumen is characterized based on penetration grades like 30/40 and 40/50, with higher values indicating softer consistency. The document outlines the test apparatus, sample preparation process, testing procedure, and results, noting a mean penetration value of 37.37mm for the tested sample.
Fresh and harden properties of concrete
The document discusses the fresh and hardened properties of concrete. It describes workability, segregation, and bleeding as important fresh properties. Workability is affected by water content, mix proportions, aggregate size and shape. The slump cone test and compaction factor test are described for measuring workability. Hardened properties discussed include compressive strength, flexural strength, and modulus of elasticity. The compression test, flexural strength test, and stress-strain relationship determination are described for evaluating hardened properties.
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Fineness test on cement
Fineness is tells about the particle distribution of cement. Fineness of is cement expressed in terms of total surface area of unit weight of of cement.
Tests
1) Sieve analysis ------->I.S.sieve NO.9 is used to test----->permissible limit for OPC is not more than 10% retained on I.S.SIEVE NO.9
2) Air permeability tests----->most commonly used in India is "BLAINE AIR PERMEABILITY TEST"
Finite ElementAnalysis of Doubly Curved Thin Concrete Shells
thin shell is a “Three-dimensional spatial structure made up of one or more curved surfaces whose
thickness is small compared to their other dimensions”. Shells belong to the class of stressed skin structures which,
because of their geometry and small flexural rigidity of the skin, tend to carry loads primarily by direct stresses acting in
their plane. The shells are subjected to pure membrane state of stress, under appropriate loading and boundary
condition the resulting bending and twisting moments are either zero or small which may be neglected. The coordinates
of funicular shells are determined by masonry mould method by developing a computer program. In this study doubly
curved thin shells are analysed using finite element software SAP 2000. Doubly curved shells which are in square plan
having 10mX10m and 15mX15m are considered and shells in rectangular plan having dimensions 10mX15m
and 15mX20m are considered. The behavior of shells under self-weight, live load varying from 0-20KN/m (UDL) is
obtained. In this case study deflection curves, membrane stress and stress contour diagram are obtained. It is observed
that with the increase in rise and thickness of funicular shell the deflection are reduced. The membrane stresses
decreases with the increase in rise and thickness of concrete funicular shell. The aim of this study is to develop shells of
different sizes and investigation is done on the shells by finite element analysis under given uniformly distributed load,
to find out the behavior of shells in various cases using standard software, Structural Analysis Package (SAP 2000).
Experimental and Analytical Investigation on Strength Properties of Concrete ...
The experiment work carried out by micro silica as a supplementary material for cement and evaluate
cement for M20 grade of concrete. We are adding 0%, 5%, 10%, 15%, and 20% by weight of cement in concrete. The
material chosen for structural up gradation should not pollute the environment. They should be accessible to the
ordinary people and low monetary cost. Coconut fibre is abundant, versatile, renewable, cheap and more resistant
thermal conductivity. Coconut fibres have the highest toughness amongst natural fibre. They have potential to be used
as reinforcement in low cost concrete structures, especially in tropical earth quake region. The aim of investigation is
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influence of 1%, 2% and 3% fibre content by mass of cement and aspect ratio 125, fibre cut length 2.80cm is
investigated. To evaluate the effect of coconut fibres improving the properties of concrete.At 1% addition of coconut
fibre, 5% silica fume with water cement ratio 0.53. compressive strength test and split tensile strength gives best result
in concrete.
Experimental and FE Analysis of Funicular Shells
Shells belong to the class of stressed skin
structures which, because of their geometry and small
flexural rigidity, tend to carry loads primarily by direct
stresses acting in their plane. Concrete funicular shells of
square ground plan, double curvature with 80 mm rise are
analysed for uniformly distributed load (One-way action).
Specimens of size 1080 mm x 1080 mm in plan with
rectangular edge beam of 50 mm x 40 mm are prepared
using cement concrete of grade M20 for which the mix
design is carried by Indian Standard method. The
precasting of the Concrete shallow funicular shell
specimens is carried by masonry mould method. The
specimens are prepared with thickness of 25 mm and 20
mm. The specimens are moist cured for 28 days before
testing. The uniformly distributed load over the shell
specimen is applied and the corresponding deflections,
strains are measured. The coordinates of funicular shells
are determined by developing a computer program. To
relate experimental results to theory, the finite element
technique (SAP 2000 Program) is utilized to analyse a
similar model in the elastic range. Finite element models
of funicular shells are developed by discretizing the shell
specimens into 20 elements along x direction and 20
elements along y direction. Behaviour of funicular shells
under uniformly distributed load is carried out.
Conclusions are made by comparing the experimental and
analytical results.
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the properties of concrete. With increase in trend towards the
wider use of concrete for prestressed concrete and high rise
buildings there is a growing demand of concrete with higher
compressive strength. Mineral additions which are also
known as mineral admixtures have been used with cements
for many years. Silica fume particles are 100 times smaller
than the average cement particle. Its handling and disposal is
a point of concern because of the environment concerns. Silica
fume is usually categorized as a supplementary cementitious
material. These materials exhibit pozzolanic properties,
cementitious properties and a combination of both properties.
Due to these properties, it can affect the concrete behavior in
many ways. In the present work, an attempt has been made to
use silica fume as a supplementary material for cement and to
evaluate the limit of replacement of cement for M20 grade
concrete. The main aim of this work is to study the
mechanical properties of M20 grade control concrete and
silica fume concrete with different percentages (5, 10, 15 and
20%) of silica fume as a partial replacement of cement.
M.tech thesis
Following are some suggestions for future research. As GFRSCC technology is now being adopted in many ountries throughout the world, in the absence of suitable standardized test methods it is necessary to examine the existing test methods and identify or, when necessary, develop test methods suitable for acceptance as international Standards. Such test methods have to be capable of a rapid and reliable assessment of key
properties of fresh SCC on a construction site. At the same time, the testing equipment should be reliable, easily portable and inexpensive. The test procedure should be carried
out by a single operator and the test results have to be interpreted with a minimum of
training. Also, the results have to define and specify different GFRSCC mixes. One
primary application of these test methods would be in verification of compliance on sites
and in concrete production plants, if self- compacting concrete could be manufactured in
large quantities..
Disseration M.Tech
This dissertation aims to explore the values of multi-agent systems (MAS) and demonstrate their benefits for IT projects. It discusses challenges that cause many projects to exceed time and budgets. The research methodology includes literature reviews, developing and evaluating a MAS using tools like INGENIAS and JADE, and analyzing case studies. Metrics are identified to measure agent qualities. Evaluation methods include theory-assisted and tool-assisted approaches. Results show MAS can help deliver projects on time and within budget but require an appropriate development approach rather than traditional object-oriented methods. A global solution is needed to address common MAS implementation issues.
Introduction to Non Destructive Testing
This presentation gives an information about Introduction to non destructive testing covering the syllabus of Non Destructive testing
M.tech thesis
Following are some suggestions for future research. As GFRSCC technology is now being adopted in many countries throughout the world, in the absence of suitable
standardized test methods it is necessary to examine the existing test methods and identify or, when necessary, develop test methods suitable for acceptance as International Standards. Such test methods have to be capable of a rapid and reliable assessment of key
properties of fresh SCC on a construction site. At the same time, the testing equipment should be reliable, easily portable and inexpensive. The test procedure should be carried out by a single operator and the test results have to be interpreted with a minimum of training. Also, the results have to define and specify different GFRSCC mixes. One primary application of these test methods would be in verification of compliance on sites and in concrete production plants, if self- compacting concrete could be manufactured in large quantities..
Project report on self compacting concrete
This project report summarizes research conducted on developing self-compacting concrete using industrial waste. A group of students conducted the research under the guidance of Prof. M. B. Kumthekar to fulfill requirements for a B.E. in Civil Engineering from Shivaji University, Kolhapur. The report documents the need for self-compacting concrete to improve construction efficiency and concrete quality. It describes tests conducted to utilize red mud and foundry waste sand as partial replacements for cement in self-compacting concrete mixtures and analyze the results.
Compression strength test
Compressive strength of cement is determined by compressive strength test on mortar cubes compacted by means of a standard vibration machine. Standard sand (IS:650) is used for the preparation of cement mortar. The specimen is in the form of cubes 70.6mm*70.6mm*70.6mm.
Introduction to Ultrasonic Testing
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This document discusses nondestructive testing (NDT), which is a group of analysis techniques used in science and industry to evaluate materials, components, or systems without causing damage. Various NDT methods rely on electromagnetic radiation, sound, or inherent material properties to examine samples for flaws. Common NDT techniques mentioned include ultrasonic testing, magnetic particle inspection, dye penetrant inspection, radiographic testing, and eddy-current testing. These techniques are widely used across various industries such as aerospace, mechanical, civil, and electrical engineering.
List Of Post Graduate Thesis in engineering project management
List Of Post Graduate Thesis in engineering project managementgulf university (Bahrain) / Al-Isra University (Jordan)
This document lists 51 post graduate theses related to construction management from 1996 to 2006. The theses cover topics such as cost estimation, project scheduling, quality control, value engineering, and expert systems. The degrees earned include M.Sc. and Ph.D. The theses were conducted in Iraq and Libya to research and develop management systems for improving construction project delivery.What Makes Great Infographics
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Tests of cement in concrete technology
Tests of cements can be categorized as either field testing or laboratory testing. Laboratory testing includes fineness test, standard consistency test, setting time test, strength test, soundness test, heat of hydration test, and chemical composition test. The fineness test determines the particle size of cement, which affects the rate of hydration and strength development. The standard consistency test finds the amount of water needed to produce a cement paste that can be properly worked. The setting time test identifies the initial and final set times of cement. The strength test evaluates compressive strength of cement mortar cubes. The soundness test checks for expansion of cement after setting. The heat of hydration test measures heat released during cement hydration. Chemical composition
Concreate technology
1) The fineness of cement affects the rate of hydration and strength development, with finer cement providing a greater surface area for faster hydration.
2) Cement fineness is tested through sieving and air permeability methods to determine particle size distribution and specific surface area.
3) The standard consistency test determines the amount of water required to produce a cement paste that allows a Vicat plunger to penetrate 33-35mm, which is then used to test initial and final setting times of cement.
Concrete Technology
The document summarizes several experiments conducted in a concrete technology lab to test properties of cement and concrete, including fineness of cement, normal consistency of cement, setting time of cement, specific gravity of cement, compressive strength of cement, slump test of concrete, Vee-Bee test of concrete, and compaction factor test of concrete. The experiments are performed according to standard procedures and test methods to determine key properties like workability, consistency, setting behavior, density, and strength.
Cement tests
Information on the slides is found on the internet. Any incorrect information is not intended. All credit is given to the source of information, not to the author of this slide.
Testing of concrete materials
Useful for Second year Civil Engineering Students of Savitribai Phule Pune university, Pune (University of Pune)
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EXPERIMENTAL BEHAVIOUR OF SELF COMPACTING CONCRETE USING GGBS WITH PARTIAL RE...
Concrete is Most widely used construction Material in the Modern Era because of its good Compressive strength and
high durability. As we know Concrete comprises a Mixture of cement, sand (fine aggregate), course aggregate and water
which makes up normal plain concrete, to increase the strength of concrete we can design the mix with greater Flexibility,
but the problems Arises in structure as load age, increaseof floors which demands increase of high strength concrete
and more steel. So, especially at the beams, columns joints heavy reinforcement meshing is done so that it becomes If
the concrete is not compacted then strength may not be achieved, so the solution for the problem is SCC which we call
it asself-compacting concrete. Were this SCC has ability to compact by itself Gravity and self-flow ability same strength
can be Here in the research, it is carried out self-compaction concrete to improve strength & make concrete economical
so, a mix is dispend of M30,M40 Grades with adding chemical admixture named poly carboxylic ether (ADVA960) , a
Retarder Basically Which also increases strength and workability &replacing cement with GGBS (Ground Granulated
Blast Furnace Slag) 40%&50% .The tests are carried out to find the increase in strength by adding chemical admixture &
replacing GGBS 40% & 50%.By the chemical admixture adding up to 2% Max were previous strength shows that adding
of chemical admixture greater than 2% which results to increase the initial setting time and decrease in the w/c ratio.
Test will be conducted for 3,7,28 days find the increase of strength and its other properties
Practical-of-Construction-Material.pptx
This document provides guidelines for 6 practical assignments on construction materials. It includes formatting requirements and outlines for each lab report, covering objectives, requirements, theory, procedures, observations, results, and safety precautions. The 6 practicals focus on grading of aggregates, consistency testing of cement, setting time tests, water absorption and density of bricks, compressive strength of bricks, and toughness testing of materials. Proper experimental procedure and calculations are emphasized.
Proctor compaction test
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Cement ppt by alpana
This document discusses various tests performed on cement to determine its quality, including:
1. Visual inspection tests to check for lumps, color, and texture.
2. Standard consistency and setting time tests to determine the amount of water needed and how long cement takes to set.
3. Fineness tests to measure particle size, with finer cement offering a greater surface area for hydration.
4. Soundness tests to ensure cement does not expand after setting.
5. Compressive strength tests involving cement-sand mortar cubes to quantify the strength of hardened cement.
Properties of Concrete (cement)
The document provides information about cement, including its definition, main types, ingredients, and tests. It defines cement as a binder with hydraulic properties made of calcium silicates and other calcium compounds. The main types of cement are used in mortar and concrete production. Key ingredients in cement include lime, silica, alumina, and magnesium. Cement can be tested through field tests like color, texture, and setting behavior or through laboratory tests of fineness, setting time, strength, soundness, and heat of hydration.
Properties of concrete
The document summarizes several tests conducted on cement to determine its properties and quality. It describes procedures for testing the fineness, consistency, setting time, soundness, tensile strength and compressive strength of cement. Fineness is measured by sieving cement and finding the percentage residue. Consistency is determined using a Vicat apparatus. Setting time tests use Vicat needles to find when the cement can no longer be penetrated or indented. Soundness ensures cement does not excessively expand when boiled. Tensile and compressive strength tests involve making mortar cubes or cylinders and testing them after curing.
Mking.journal
The document summarizes a study on permeation grouting of coarse-grained soil with cement-biopolymer grout. Specimens were grouted with grout mixtures containing cement, HPMC (a biopolymer), and varying water-cement ratios. Permeability and plate load tests on the grouted specimens showed that specimens with HPMC had higher strength compared to cement-only grout. Strength also increased as the water-cement ratio decreased or as the soil density increased. The addition of HPMC increased the viscosity of the grout. The biopolymer grout was found to be a more effective binding agent for permeation grouting compared to cement grout alone.
Testing of cement
The document summarizes various tests conducted on cement, including:
1. Field testing to check for lumps, color, texture and consistency.
2. Standard consistency tests to determine the percentage of water required for a cement paste.
3. Fineness tests using sieving or air permeability methods to check particle size.
4. Soundness tests using a Le Chatelier apparatus to ensure cement does not expand after setting.
5. Strength tests involving casting cement-sand mortar cubes and breaking them to measure compressive strength after curing.
Rate of extraction of water (RR&S)
The document discusses the rate of water extraction from concrete mixes and the gunite/shotcrete concrete application process. It notes that the rate of water extraction depends on workability, aggregate size and proportions. For gunite/shotcrete, it describes the dry-mix process where dry materials are pneumatically projected with water onto surfaces, compacting well without forms. General uses of shotcrete include savings on formwork and access to difficult sites, with durability and strength comparable to normal concrete if properly cured.
cm lab report.docx
The document summarizes several experiments conducted to determine properties of cement and concrete materials:
1. The normal consistency of cement is determined by finding the water-cement ratio that allows a cement paste to penetrate 10±1mm in the Vicat apparatus. Two trials found ratios of 28% and 32% water were not normal consistent.
2. The initial and final setting times of cement are determined using a Vicat apparatus and found to be 120 minutes and 300 minutes respectively, meeting Ethiopian standards.
3. The silt content of sand is determined by allowing fines to settle in water, finding a sample had 8.333% silt, exceeding the 6% standard.
4. The work
Concrete retempering presentation
This document discusses retempering concrete using water and superplasticizers. Retempering involves adding water or admixtures to concrete to restore workability after slump loss during delivery or casting. The document outlines conditions where retempering is allowed, including not exceeding water-cement ratios. An experiment found that using superplasticizers in retempering requires less water than water alone to achieve the same slump. Compressive strengths also decreased less for concrete retempered with superplasticizers compared to water alone due to lower final water-cement ratios. In conclusion, retempering can help with workability but adds water that reduces strength, so superplasticizers are preferable as they require less water.
Cement and admixtures
1. This document describes various tests conducted on cement and concrete to determine their properties and quality, including fineness, consistency, setting time, soundness, compressive strength, and workability.
2. Tests are also described for determining water demand and the effects of admixtures on properties like setting time and strength.
3. Common admixtures include accelerators, retarders, air-entrainers, and water-reducers, which can improve concrete workability, permeability, cracking resistance and durability.
Plastic as a soil stabilizer
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### How TDM Works
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CHINA’S GEO-ECONOMIC OUTREACH IN CENTRAL ASIAN COUNTRIES AND FUTURE PROSPECT
BPV-GUI-01-Guide-for-ASME-Review-Teams-(General)-10-10-2023.pdf
BPV-GUI-01-Guide-for-ASME-Review-Teams-(General)-10-10-2023.pdf
Standard consistency
- 1. WELCOME
- 2. UNDER THE GUIDANCE OF Mr. HARISH.B.A B.E., M.Tech. Assistant Professor Department of Civil Engineering
- 6. AIM To Determine the normal consistency of the given cement paste
- 7. appratus The Vicat appratus Ordinary portland cement Weighing balance Measuring cyclinder
- 8. PROCEDURE Take about 500grms of cement. Add weighed quantity of water {say about 25% by weight of cement} for the first trial and prepare a paste in a standard manner. Fill the paste into vicat mould with in 3 to 5 minutes Shake the mould to expel air and level the top surface of the paste
- 9. A Standard plunger 10mm diameter and 50mm length is attached and brought down to touch the surface of the paste and quickly released allowing it to sink into the paste by its own weight. By taking reading by noting the depth of pentraction of the plunzer. Conduct a second trial by adding water of 27% by weight of cement and findout the depth of penteraction of plunzer.
- 10. Similarly conduct trials with higher percentages of water till such time the plunzer penatrates for a depth of 33 to 35mmfrom top of mould That perticular percentage of water which allows the plenzer to penatrate only to a depth of 33 to 35mm from top of mould is know as the percentage of water required to produce a cement paste of standard consistency . This percentage is usually denoted as ‘P’
- 11. RESULT The standard consistency of the given cement sample is ________
- 12. CHETHAN KUMAR R (569CE15009) H J MATHAD (569CE15013) GANESH K V (569CE15011) PRESENTED BY
- 13. Thank You