Comparison of Compressive Strength of Concrete by Partial Replacement of Cement with GGBS and Silica Fume with Sea Water Curing and Addition with Fibers

Water Curing ◽

In construction world concrete plays a vital role, around 60% of structure consists of Concrete. However, the production of Portland cement, an essential constituent of concrete, leads to the release of significant amounts of CO2, depletion of natural resources and environmental degradation. This paper investigates the compressive strength of concrete by replacing cement with GGBS and silica fume effect of glass fibers on performance of concrete is studied. In this present work a humble attempt had been made to evaluate and compare the compressive strengths of GGBS blended concrete cubes with controlled concrete cubes cured under sea water for 28 days. By conducting the tests on the cubes, conclusions were drawn after plotting and analyzing the results. Compressive strength test is conducted on the samples after 28 days. The optimum value is obtained at 15% replacement with GGBS and 5% with Silica fume. In this study again we trailed addition with Glass fibers with the percentage of 0.5%,1.0%,1.5%, compressive strength have been studied. Finally at 1.0% addition we get maximum strength compared to controlled mix.

Acid and Base Attack on Concrete by Partial Replacement of Cement with GGBS, Silica Fume and Addition with Fibers

International Journal for Modern Trends in Science and Technology - RTT2020 ◽

10.46501/ijmtst0703007 ◽

2021 ◽

Vol 7 (03) ◽

pp. 44-51

Author(s):

M Satya Himabindu and S Naveen Kumar

Keyword(s):

Compressive Strength ◽

Natural Resources ◽

Silica Fume ◽

Glass Fibers ◽

Vital Role ◽

Strength Test ◽

Partial Replacement ◽

Acid And Base ◽

In construction world concrete plays a vital role, around 60% of structure consists of Concrete. However, the production of Portland cement, an essential constituent of concrete, leads to the release of significant amounts of CO2, depletion of natural resources and environmental degradation. This paper investigates the compressive strength of concrete by replacing cement with GGBS and silica fume effect of glass fibers on performance of concrete is studied. In this present work a humble attempt had been made to evaluate and compare the compressive strengths of GGBS blended concrete cubes with controlled concrete cubes cured under ACID and BASE for 28 days. By conducting the tests on the cubes, conclusions were drawn after plotting and analyzing the results. Compressive strength test is conducted on the samples after 28 days. The optimum value is obtained at 15% replacement with GGBS and 5% with Silica fume. In this study again we trailed addition with Glass fibers with the percentage of 0.5%,1.0%,1.5%, compressive strength have been studied. Finally at 1.0% addition we get maximum strength compared to controlled mix

Evaluation of compressive strength of concrete with metakaolin using different levelling techniques

Research Society and Development ◽

10.33448/rsd-v10i3.13341 ◽

2021 ◽

Vol 10 (3) ◽

pp. e31510313341

Author(s):

Ayrton Wagner dos Santos Gomes de Sá ◽

Yane Coutinho ◽

Renan Gustavo Pacheco Soares ◽

Fernanda Cavalcanti Ferreira ◽

Arnaldo Manoel Pereira Carneiro

Keyword(s):

Compressive Strength ◽

High Strength ◽

Strength Test ◽

Mix Design ◽

Partial Replacement ◽

Initial Strength ◽

Mineral Additions ◽

Hardened State ◽

The partial replacement of cement by mineral additions such as metakaolin has been widely applied in the production of high-strength and durable concretes due to the pozzolanic action, allowing a reduction in the consumption of cement. Tests are performed to determine the mechanical properties of these materials, such as compressive strength, for which there are different levelling techniques of specimens, such as sulphur and neoprene, indicated for different resistance classes. The present study aimed to characterize the behaviour, in the hardened state, of concrete produced with high initial strength Portland cement (CPV-ARI) and metakaolin and evaluate the different levelling methods. Three groups of samples dosed by the IPT-EPUSP method, with mix designs of 1:3, 1:5, and 1:6, and replacements of 8 and 10% of cement by metakaolin, were subjected to compressive strength test, at the ages of 28 days, with levelling by neoprene, and 90 days, with levelling by sulphur. It was observed an increase in strength with addition of metakaolin at both ages. Comparing the results in the two ages, it was verified an increase in strength for the mix designs 1:5 and 1:6 and a reduction for the mix design 1:3. Such fact can be explained by the high strengths achieved by this mix design. As the levelling method used was sulphur, it is confirmed the imprecision of results for strengths above 50 MPa with this technique.

Properties of Self-curing High Strength Concrete by using Baby Polymer Diapers

MATEC Web of Conferences ◽

10.1051/matecconf/201820306022 ◽

2018 ◽

Vol 203 ◽

pp. 06022

Author(s):

Salmia Beddu ◽

Daud Mohamad ◽

Fadzli Mohamed Nazri ◽

Siti Nabihah Sadon ◽

Mohamed Galal Elshawesh

Keyword(s):

Compressive Strength ◽

High Strength Concrete ◽

Drying Shrinkage ◽

High Strength ◽

Strength Test ◽

Curing Process ◽

Mechanical And Physical Properties ◽

Strength And Durability

This study investigates the self-curing concrete using baby polymer diapers as substitute method of curing process in order to improve mechanical and physical properties of concrete. Three different proportion of baby polymer diapers which are 1%, 3% and 5% were mix with concrete. Slump, compressive strength and drying shrinkage test were performed in order to study the workability, strength and durability of the concrete. All concrete were tested for 1, 3, 7, 14, and 28 days for drying shrinkage test. Meanwhile, all concrete were test at 3, 7 and 28 days for compressive strength test. Compressive strength of concrete containing 5% baby polymer diapers show the highest strength at 28 days compared to others percentage. Thus, it indicates that application of baby polymer diaper as self-cure agent can improve the concrete performances.

Pengaruh Penambahan Sat Additive Addition H.E Terhadap Kuat Tekan Beton

Jurnal Ilmiah Vastuwidya ◽

10.47532/jiv.v2i1.74 ◽

2020 ◽

Vol 2 (1) ◽

pp. 31-57

Author(s):

Ni Ketut Sri Astati Sukawati

Keyword(s):

Compressive Strength ◽

Concrete Mixture ◽

Partial Replacement ◽

Work Related ◽

Coarse Aggregates ◽

Alternative Ingredients ◽

Fine Aggregates ◽

Artificial Stone

Concrete with various variants is a basic requirement in building a building. The concrete mixture is diverse depending on the planning made beforehand. The cement mixture is usually in the form of a mixture of artificial stone, cement, water and fine aggregates and coarse aggregates. Aggregates (fine aggregates and coarse aggregates) function as fillers in concrete mixtures. (Subakti, A., 1994). However, in building construction, additives are often added, but there is still a sense of uncertainty at the time of dismantling the mold and the reference before the concrete reaches sufficient strength to carry its own weight and the carrying loads acting on it. To overcome the time of carrying out work related to concrete, it is necessary to find an alternative solution, for example by looking for alternative ingredients of concrete mixture on the basis of consideration without reducing the quality of the concrete. From the results of previous studies it was stated that due to the partial replacement of cement with Fly Ash, the strength of the pressure and tensile strength of the concrete had increased (Budhi Saputro, A., 2008). Based on the description above, the author seeks to examine how the compressive strength of concrete characteristics that occur by adding additives Addition H.E in the concrete mixture and is there any additive Additon H.E effect on the increase in the compressive strength characteristic of the concrete. From the results of the study, it was found that the compressive strength of the concrete with the addition of additives HE was that after the compressive strength test of the concrete cube was carried out and the analysis of concrete compressive strength of 10 specimens, in each experiment a cube specimen was made with the addition of additons. HE with a dose of 80 cc, 120 cc, and 200 cc can accelerate and increase the compressive strength of concrete characteristics.

The Effect of Different Curing Conditions on Compressive Strength of Concrete

Pakistan Journal of Scientific & Industrial Research Series A: Physical Sciences ◽

10.52763/pjsir.phys.sci.60.3.2017.147.153 ◽

2017 ◽

Vol 60 (3) ◽

pp. 147-153

Author(s):

Muhammad Arslan ◽

Muhammad Asif Saleem ◽

Maria Yaqub ◽

Muhammad Saleem Khan

Keyword(s):

Compressive Strength ◽

Research Work ◽

Concrete Structures ◽

Strength Test ◽

The Other ◽

Cylindrical Shape ◽

Curing Conditions ◽

Different Types ◽

The focus of this research work was to analyse the effect of different types of curing oncompressive strength of concrete structures. For this purpose, 54 test specimens of cylindrical shape wereprepared. These specimens were cured with different methods and were tested on different age days toanalyse the effect of curing on compressive strength. Test specimens cured with conventional water curingmethod gives the highest results as compared to the other adopted methods.

THE EFFECT OF ADDING CEMENT WASTE ON THE QUALITY OF CONCRETE COMPRESSIVE

Jurnal CIVILA ◽

10.30736/cvl.v6i2.714 ◽

2021 ◽

Vol 6 (2) ◽

pp. 213

Author(s):

Asrul Majid ◽

Hammam Rofiqi Agustapraja

Keyword(s):

Compressive Strength ◽

Strength Test ◽

Fine Aggregate ◽

Infrastructure Development ◽

Test Results ◽

Concrete Materials ◽

Test Objects

Infrastructure development is one of the important aspects of the progress of a country where most of the constituents of infrastructure are concrete. The most important constituent of concrete is cement because its function is to bind other concrete materials so that it can form a hard mass. The large number of developments using cement as a building material will leave quite a lot of cement bags.In this study, the authors conducted research on the effect of adding cement waste to the compressive strength of concrete. This study used an experimental method with a total of 24 test objects. The test object is in the form of a concrete cylinder with a diameter of 15 cm and a height of 30 cm and uses variations in the composition of the addition of cement waste cement as a substitute for fine aggregate, namely 0%, 2%, 4% and 6%. K200). The compressive strength test was carried out at the age of 7 days and 28 days.The test results show that the use of waste as a partial substitute for fine aggregate results in a decrease in the compressive strength of each mixture. at the age of 7 days the variation of 2% is 16.84 MPa, 4% is 11.32 MPa and for a mixture of 6% is 6.68 MPa. Meanwhile, the compressive strength test value of 28 days old concrete in each mixture decreased by ± 6 MPa. So the conclusion is cement cement waste cannot be used as a substitute for fine aggregate in fc 16.6 (K200) quality concrete because the value is lower than the specified minimum of 16.6 MPa.

An In-Situ Study on The Specimen Size Effects on Compressive Strength for Different Strength Concretes

Journal of Cement Based Composites ◽

10.36937/cebacom.2020.003.002 ◽

2021 ◽

Vol 1 (3) ◽

pp. 7-10

Author(s):

İlker TEKİN

Keyword(s):

Compressive Strength ◽

Size Effects ◽

Strength Test ◽

Specimen Size ◽

Compression Tests ◽

Fresh Properties ◽

In Situ Study ◽

The compressive strength of concrete is the most basic and considerable material property while reinforced concrete structures are designed. It has become a problem to use this value, however, because the control specimen sizes and shapes from country to country may be dissimilar. The study presents the results of an experiment that examined the effect of specimen size on the different classes of compressive strengths of concrete. The study included casting specimens, cubes, and six different classes of the concrete mixture. Compression tests were conducted at the age of 3, 7, and 28 days on 150 mm & 100 mm cube samples. The fresh properties of concrete were measured by slump and unit weights tests. Moreover, the specimen size of concrete has an important role both on the compressive strength and capacity of a curing cabinet. Correlations between compressive strengths and sizes of specimens are compatible for classes of structural concretes. Therefore, it can be used in curing cabinet varying sizes of concretes like 150 mm & 100 mm cube samples. Although almost 220 concrete specimens sized of 150 mm cube can be poured in curing tank, roughly 585 concrete specimens can be poured with using 100 mm cube concrete specimens. The most convenient size resulted from this study is suggested as 100 mm sized cubic specimen that it promote to change the law for concrete both curing and compressive strength test.

Assessment of Rice Husk Ash (RHA) and Calcium Chloride (CaCl2) on Compressive Strength of Concrete Grade 20

International Journal of Engineering Research in Africa ◽

10.4028/www.scientific.net/jera.40.22 ◽

2018 ◽

Vol 40 ◽

pp. 22-29

Author(s):

Joseph A. Ige ◽

Mukaila A. Anifowose ◽

Samson O. Odeyemi ◽

Suleiman A. Adebara ◽

Mufutau O. Oyeleke

Keyword(s):

Compressive Strength ◽

Calcium Chloride ◽

Rice Husk ◽

Rice Husk Ash ◽

Partial Replacement ◽

Hardened Concrete ◽

Conventional Concrete ◽

Strength Result

This research assessed the effect of Nigerian rice husk ash (RHA) and calcium chloride (CaCl2) as partial replacement of cement in concrete grade 20. Rice husk ash (RHA) is obtained by combustion of rice husk in a controlled temperature. The replacement of OPC with rice husk ash (RHA) were 0%, 5%, 10%, 15% and 20%. 1% of Calcium Chloride was blended with OPC/RHA in all the test specimens except from control mix. Concrete cubes of sizes 150mm x 150mm x 150mm were cast and cured in water for 7, 14 and 28 days respectively. Slump test was conducted on fresh concrete while density test and compressive strength test were conducted on hardened concrete. The slump results revealed that the concrete becomes less workable (stiff) as percentage increases. The compressive strength result at 28 days revealed that 5%RHA/1%CaCl2 have the highest strength of 26.82N/mm2 while 20%RHA/1%CaCl2 have the lowest strength (21.48N/mm2). Integration of 5%RHA/1%CaCl2 and 10%RHA/1%CaCl2 as cement replacement will produce a concrete of higher compressive strength compared to conventional concrete in grade 20 concrete.

Degradation Phenomenon of Basic Mechanical Properties of Plain Reactive Powder Concrete with Time

Advanced Materials Research ◽

10.4028/www.scientific.net/amr.1065-1069.1871 ◽

2014 ◽

Vol 1065-1069 ◽

pp. 1871-1874

Author(s):

Xiao Fei Wang ◽

Yang Ping Wang ◽

Li Cheng Wu

Keyword(s):

Compressive Strength ◽

Uniaxial Compressive Strength ◽

Strength Test ◽

Hot Water ◽

Reactive Powder Concrete ◽

Test Results ◽

Water Curing ◽

Uniaxial Compressive Strength Test ◽

Reactive Powder

The same batch reactive powder concrete specimens were obtained with same raw materials and curing process, uniaxial compressive strength test had been done on the specimens after hot water curing placed in laboratory for seven days , three months and three years. The test results showed that seven-day strength and three-month strength of plain reactive powder concrete after hot water curing are almost equal. Strength of plain reactive powder concrete has not degradation within three months after hot water curing. While strength of plain reactive powder appears serious degradation phenomenon after placed in Laboratory for three years. Comparing uniaxial compressive strength test results of plain reactive powder concrete at three-month with three-year after hot water curing ,we find that strength of plain reactive concrete at three-year decrease about 27 percent than the strength of plain reactive powder concrete placed at laboratory for three months, and elasticity modulus increases about 71 percent, axial peak strain decrease about 62 percent respectively .With the passage of time, plain reactive powder concrete appears more Brittle Features and less toughness.

Strength of Concrete using Clay as a Partial Replacement of Binder Content with and Without Lime

International Journal of Recent Technology and Engineering - 2 ◽

10.35940/ijrte.b6275.0910321 ◽

2021 ◽

Vol 10 (3) ◽

pp. 1-6

Author(s):

S. B. Kandekar ◽

◽

S. K. Wakchaure ◽

Keyword(s):

Tensile Strength ◽

Compressive Strength ◽

Flexural Strength ◽

Hydrated Lime ◽

Strength Test ◽

Binder Content ◽

Partial Replacement ◽

Split Tensile Strength ◽

Tensile Strength Test ◽

Compressive Strength Test

Materials are the most important component of building construction. The demands of construction material are increasing day by day significantly. This demand is increasing the material prices and scarcity of material in construction industry. To achieve economical and eco-friendly criteria naturally occurring material is selected. Clay is a natural material and it can be available easily. This paper interprets the experimental investigation on strength of concrete using clay as a partial replacement to binder content (cement) in concrete. The replacement percentages are grouped as 0%, 10%, 20%, 30%, 40% of clay and 5% of hydrated lime with cement in each series in M25 grade of concrete. To achieve the pozzolanic property of clay hydrated lime was added. Different tests are performed to determine the optimum percentage of clay as a replacement for binder content (cement) in concrete. The Compressive strength test, split tensile strength test and flexural strength test were performed on the specimens. Total 90 cubes of size 150 mm were prepared for compressive strength test, 30 cylinders of 150 mm diameter and 300 mm height were prepared for split tensile strength test and 30 beams of size 150 mm x 150 mm x 1000 mm were prepared to carry out the flexural strength test. The results are compared to find the ideal proportion of clay as a replacement for cement. It is found that 10% replacement with 5% hydrated lime gives satisfactory results.