scholarly journals Comparative study of concrete constructed using wastewater and potable water

2021 ◽  
Vol 920 (1) ◽  
pp. 012034
Author(s):  
A A Shamilah ◽  
M ’A A Hamid ◽  
B N Faizah ◽  
A R Mustaqqim
Keyword(s):  
Construction Industry ◽  
Potable Water ◽  
Research Study ◽  
Concrete Strength ◽  
Control Sample ◽  
Concrete Sample ◽  
Water Usage ◽  
X Ray ◽  
Concrete Mix ◽  
Fluorescence Test

Abstract 80% of the water supplied, normally comes out as wastewater either domestic or industrial. The utilization of wastewater in concrete will reduce potable water usage in the construction industry. Approximately 150 litres of water are required for lm3 of concrete without considering other applications of water in the concrete industry. This research study has investigated the performance of concrete using wastewater. 60 total number of concrete cubes have been designed and constructed using 10%, 20%, 30% and 100% of wastewater. The experimental data indicated that 30% of wastewater content in the concrete mix have increased 18% of the concrete strength compared with the control sample. Meanwhile, the result of the X-Ray Fluorescence Test (XRF) test for the concrete sample recorded that the CA is higher than the 30% concrete sample.

scholarly journals EVALUATE THE INFLUENCE OF STEEL FIBERS ON THE STRENGTH OF CONCRETE USING PLASTIC WASTE AS FINE AGGREGATES

2020 ◽  
Vol 15 (12) ◽  
Author(s):  
Samiullah Qazi
Keyword(s):  
Construction Industry ◽  
Concrete Strength ◽  
Research Work ◽  
Steel Fibers ◽  
Toughness Index ◽  
Fine Aggregates ◽  
Core Property ◽  
Concrete Mix ◽  
Recycling Techniques ◽  
Split Tensile Test

The plastic existence in abundance and its low biodegradability affect the environment. In recent years, researchers have tested numerous recycling techniques. However, each has its demerits. One such technique is recycling plastic as aggregates in concrete. It improves the concrete thermal insulation but depreciates its compressive and tensile strength, which is its core property in the construction industry. The objective of this research work is to efficiently utilize the plastic aggregate in concrete without deteriorating its strength with the use of steel fibers. In total eight concrete mix configurations were studied in this research. The result discussion includes compressive strength, split tensile test, and toughness index. The steel fiber used in the concrete mix with recycled plastic as fine aggregates improved the concrete strength. Its effects increase with an increase in % vol replacement of plastic aggregates with fine aggregates from 5 to 20.

scholarly journals Leaching Titaniferous Magnetite Concentrate by Alkaline Aqueous Solution

2021 ◽  
Author(s):  
Ke Guo ◽  
Shaoyan Wang ◽  
Renfeng Song ◽  
Zhiqiang Zhang
Keyword(s):  
Aqueous Solution ◽  
Alkali Concentration ◽  
Water Usage ◽  
X Ray Diffraction ◽  
High Concentration ◽  
X Ray ◽  
Iron Concentrate ◽  
Titaniferous Magnetite ◽  
Magnetite Concentrate ◽  
Kinetics Of

AbstractLeaching titaniferous magnetite concentrate with alkali solution of high concentration under high temperature and high pressure was utilized to improve the grade of iron in iron concentrate and the grade of TiO2 in titanium tailings. The titaniferous magnetite concentrate in use contained 12.67% TiO2 and 54.01% Fe. The thermodynamics of the possible reactions and the kinetics of leaching process were analyzed. It was found that decomposing FeTiO3 with NaOH aqueous solution could be carried out spontaneously and the reaction rate was mainly controlled by internal diffusion. The effects of water usage, alkali concentration, reaction time, and temperature on the leaching procedure were inspected, and the products were characterized by X-ray diffraction, scanning electron microscope, and energy dispersive spectroscopy, respectively. After NaOH leaching and magnetic separation, the concentrate, with Fe purity of 65.98% and Fe recovery of 82.46%, and the tailings, with TiO2 purity of 32.09% and TiO2 recovery of 80.79%, were obtained, respectively.

Influence of the Residue of Casting by Lost Wax in the Modulus of Elasticity and Porosity of Concretes

2014 ◽  
Vol 805 ◽  
pp. 343-349
Author(s):  
Carine F. Machado ◽  
Weber G. Moravia
Keyword(s):  
Construction Industry ◽  
Modulus Of Elasticity ◽  
Chemical Characterization ◽  
Microstructural Characterization ◽  
Cement Matrix ◽  
X Ray Diffraction ◽  
X Ray ◽  
Hardened State ◽  
Material Powder

This work evaluated the influence of additions of the ceramic shell residue (CSR), from the industries of Lost Wax Casting, in the modulus of elasticity and porosity of concrete. The CSR was ground and underwent a physical, chemical, and microstructural characterization. It was also analyzed, the environmental risk of the residue. In the physical characterization of the residue were analyzed, the surface area, and particle size distribution. In chemical characterization, the material powder was subjected to testing of X-ray fluorescence (XRF). Microstructural characterization was performed by scanning electron microscopy (SEM) and X-ray diffraction (XRD). The residue was utilized like addition by substitution of cement in concrete in the percentages of 10% and 15% by weight of Portland cement. It was evaluated properties of concrete in the fresh and hardened state, such as compressive strength, modulus of elasticity, absorption of water by total immersion and by capillarity. The results showed that the residue can be used in cement matrix and improve some properties of concrete. Thus, the CSR may contribute to improved sustainability and benefit the construction industry.

Evaluation of the Addition of α-Al2O3 on the Mechanical and Thermal Properties in Binding Geopolymer

2015 ◽  
Vol 820 ◽  
pp. 497-502 ◽  
Author(s):  
Danubia Lisbôa da Costa ◽  
Rosiane Maria da Costa Farias ◽  
Aluska Nascimento Simões Braga ◽  
Romualdo Rodrigues Menezes ◽  
Gelmires de Araujo Neves
Keyword(s):  
Thermal Analysis ◽  
Thermal Properties ◽  
Construction Industry ◽  
Total Mass ◽  
Mechanical And Thermal Properties ◽  
X Ray ◽  
Total Mass Loss ◽  
Alumina Addition ◽  
Enhanced Properties ◽  
Geopolymer Binder

Several years ago the study on modification of existing materials that have enhanced properties has gained prominence. In this scenario, the geopolymeric binders, currently widely used in the construction industry have emerged. Thus, this study aimed to evaluate the influence of alumina addition on the mechanical and thermal properties of metakaolin in geopolymer binder. The geopolymers were synthesized from mixtures of metakaolin/alumina and sodium hydroxide, pressed and characterized by diffraction of X-ray and differential thermal analysis and thermogravimetric. Two types of alumina were used in different amounts (14% and 7%) in order to evaluate the effect of the load binder obtained. It can be seen that the incorporation of alumina into the system caused an increase in strength of products obtained as well as a reduction in total mass loss of the sample , especially when the use of fine alumina.

RAPID PROTOPORPHYRIN QUANTITATION FOR DETECTION OF LEAD POISONING

PEDIATRICS ◽  
1972 ◽  
Vol 50 (4) ◽  
pp. 625-631
Author(s):  
Larry P. Kammholz ◽  
L. Gilbert Thatcher ◽  
Frederic M. Blodgett ◽  
Thomas A. Good
Keyword(s):  
Lead Poisoning ◽  
Glacial Acetic Acid ◽  
Blood Lead ◽  
Deficiency Anemia ◽  
Blood Lead Levels ◽  
X Ray ◽  
Fluorescent Method ◽  
Lead Levels ◽  
Fluorescence Test

A rapid fluorescent method for estimation of free erythrocyte protoporphyrin (FEP) is described. Simple ethyl acetate-glacial acetic acid extractions are performed, fluorescence quantitated in a fluorimeter and expressed numerically by comparison with known coproporphyrin standards. Fifty-six children were studied and the extent of lead poisoning was evaluated initially and at different follow-up intervals. A clear relationship was shown between FEP fluorescence and blood lead levels. A correlation was also seen for the intensity of fluorescence and evidence for increased absorption of lead, as estimated by x-ray evidence of ingested lead and deposits in bone. Children with iron deficiency anemia also showed elevations of FEP fluorescence. This FEP fluorescence test allows for a rapid, numerical determination which appears to be useful as a screening test for lead intoxication. It can quickly select patients that may have markedly increased lead absorption and need prompt therapy or select those that at least require further studies for possible lead exposure or the presence of anemia.

Development of Ternary Concrete Utilizing Agricultural Waste Material

2022 ◽  
Author(s):  
Sunita Kumari ◽  
Dhirendra Singhal ◽  
Rinku Walia ◽  
Ajay Rathee
Keyword(s):  
Rice Husk ◽  
Rice Husk Ash ◽  
Agricultural Waste ◽  
Xrd Analysis ◽  
Sem Analysis ◽  
X Ray Diffraction ◽  
X Ray ◽  
Concrete Mix ◽  
Maize Cob

Abstract The present project proposes to utilize rice husk and maize cob husk ash in the cement to mitigate the adverse impact of cement on environment and to enhance the disposal of waste in a sustainable manner. Ternary concrete / MR concrete was prepared by using rise husk and maize cob ash with cement. For the present project, five concrete mixes MR-0 (Control mix), MR-1 (Rice husk ash 10% and MR-2.5%), MR-2 (Rice husk ash 10% and MR-5%), MR-3 (Rice husk ash 10% and MR-2.5%), MR-4 (Rice husk ash 10% and MR-2.5%) were prepared. M35 concrete mix was designed as per IS 10262:2009 for low slump values 0-25mm. The purpose is to find the optimum replacement level of cement in M35 grade ternary concrete for I – Shaped paver blocks.In order to study the effects of these additions, micro-structural and structural properties test of concretes have been conducted. The crystalline properties of control mix and modified concrete are analyzed by Fourier Transform Infrared Spectroscope (FTIR), Scanning Electron Microscopy (SEM), and X-Ray Diffraction (XRD). The results indicated that 10% Rice husk ash and 5% maize cob ash replaced with cement produce a desirable quality of ternary concrete mix having good compressive strength. The results of SEM analysis indicated that the morphology of both concrete were different, showing porous structure at 7 days age and become unsymmetrical with the addition of ashes. After 28 day age, the control mix contained more quantity of ettringite and became denser than ternary concrete. XRD analysis revealed the presence of portlandite in large quantity in controlled mix concrete while MR concrete had the partially hydrated particle of alite.

scholarly journals Analisis Pengelolaan Air Berdasarkan Konsep Green Building Pada Greenship

2018 ◽  
Vol 13 (2) ◽  
Author(s):  
Margareta Ajeng Prabawati ◽  
Henita Rahmayanti ◽  
Doddy Rochadi
Keyword(s):  
Water Management ◽  
Management System ◽  
Potable Water ◽  
Processing System ◽  
Green Building ◽  
National Standard ◽  
Water Usage ◽  
Recycled Water ◽  
Water Management System ◽  
Control Water

The purpose of this research is to analyze the water management system at Raden Dewi Sartika Building and provide recommendation in water management in accordance with the existing conditions of the building as an effort of water utilization based on greenship GBCI criteria. Data collecting was conducted by observing the condition of existing water management system in buildings and water. Water demand analysis based on number of building occupants calculated based on the national standard. The analyze of water management on this building using greenship rating tools as the standar. The results of water management research on the building Raden Dewi Sartika get the amount of water requirement of 148,128 liters /day with the amount of waste grey water that can be reprocessed to meet the needs of flushing on the building by 31.8% of the amount of water a day. With greenship, Raden Dewi Sartika Building has fulfilled the benchmarks in the category of recycled water and potable water. But at the potable water category, its processing system was inactive and sub meter water for control water usage was not plugged in. Overall the water management on the building already reach 25% based on the assestment by using greenship

scholarly journals Investigation of Mechanical and Durability Properties of Concrete Mixed with Water Exposed to a Magnetic Field

2021 ◽  
Vol 2021 ◽  
pp. 1-14
Author(s):  
R. Dharmaraj ◽  
G. K. Arunvivek ◽  
Alagar Karthick ◽  
V. Mohanavel ◽  
Bhagavathi Perumal ◽  
...  
Keyword(s):  
Mechanical Properties ◽  
Potable Water ◽  
Acid Resistance ◽  
Sem Analysis ◽  
Durability Properties ◽  
Flexural Tensile Strength ◽  
Chemical Admixtures ◽  
Magnetized Water ◽  
Concrete Mix ◽  
Magnetic Water

Water is a crucial element in the concrete mix and is alone responsible for concrete work ability and cement hydration. The massive quantity of potable water consumed during the production of concrete is a concern. In general, fresh and hard concrete qualities are most influenced by the quantity and water quality. The use of magnetic water in concrete gives many benefits when it comes to increasing its properties. A substantial quantity of water can be saved by substituting potable water with magnetized water in concrete. In this study, the effects of magnetized water on the concrete's mechanical and durability properties were tested. Four different combinations were made using potable water and magnetic water. Mechanical properties including compression, flexural, tensile strength, and SEM analysis were evaluated. Water absorption, acid resistance, and corrosion resistance were all tested as part of the durability tests. According to the results of the experiments, employing magnetic water for concrete preparation and curing enhanced the mechanical properties and durability. Concrete mix MMMC prepared and subjected to curing using magnetized water has a 14.86% greater compressive strength than ordinary concrete. Similarly, tensile and flexural strength of mix MMMC amplified to 14.32% and 14.02%, respectively. Besides, the consumption of chemical admixtures also considerably reduced in magnetized water imbibed concrete.

scholarly journals Hard X-ray polarizer to enable simultaneous three-dimensional nanoscale imaging of magnetic structure and lattice strain

2016 ◽  
Vol 23 (5) ◽  
pp. 1210-1215 ◽  
Author(s):  
Jonathan Logan ◽  
Ross Harder ◽  
Luxi Li ◽  
Daniel Haskel ◽  
Pice Chen ◽  
...  
Keyword(s):  
Magnetic Circular Dichroism ◽  
Three Dimensional ◽  
Control Sample ◽  
Magnetic Ordering ◽  
X Rays ◽  
Diffractive Imaging ◽  
X Ray ◽  
Coherent Diffractive Imaging ◽  
Diffraction Patterns ◽  
A New Technique

Recent progress in the development of dichroic Bragg coherent diffractive imaging, a new technique for simultaneous three-dimensional imaging of strain and magnetization at the nanoscale, is reported. This progress includes the installation of a diamond X-ray phase retarder at beamline 34-ID-C of the Advanced Photon Source. The performance of the phase retarder for tuning X-ray polarization is demonstrated with temperature-dependent X-ray magnetic circular dichroism measurements on a gadolinium foil in transmission and on a Gd5Si2Ge2crystal in diffraction geometry with a partially coherent, focused X-ray beam. Feasibility tests for dichroic Bragg coherent diffractive imaging are presented. These tests include (1) using conventional Bragg coherent diffractive imaging to determine whether the phase retarder introduces aberrations using a nonmagnetic gold nanocrystal as a control sample, and (2) collecting coherent diffraction patterns of a magnetic Gd5Si2Ge2nanocrystal with left- and right-circularly polarized X-rays. Future applications of dichroic Bragg coherent diffractive imaging for the correlation of strain and lattice defects with magnetic ordering and inhomogeneities are considered.

Investigation of Critical Quality Assurance Parameter Variations for Concrete

1997 ◽  
Vol 1575 (1) ◽  
pp. 92-101
Author(s):  
Richard K. Smutzer ◽  
Sedat Gulen ◽  
Youlanda K. Belew ◽  
Virgil L. Anderson
Keyword(s):  
High Pressure ◽  
Quality Assurance ◽  
Flexural Strength ◽  
Concrete Strength ◽  
Pulse Velocity ◽  
Hardened Concrete ◽  
Army Corps ◽  
Split Tensile Strength ◽  
Air Content ◽  
Concrete Mix

The Indiana Department of Transportation is involved in preparing statistically sound specifications for strong and durable concrete used in quality assurance programs. Previous laboratory studies relating concrete strength to air content and concrete mix designs dealt with variation in compressive strength. This study searched for a statistically sound relationship between air content, concrete mix designs, and flexural strength. This study also developed a high-pressure method of hardened concrete air content determination. Sixty-four independent batches (combinations) of concrete were produced, each batch was subjected to a total of 24 tests—4 plastic and 20 hardened. The design factors were aggregate type and gradation, plastic air content, cement, and pozzolanic content and testing operator. After plastic testing, three flexural strength beams were cast from each batch of concrete. The experimental design response variables consisted of flexural, compressive, and split tensile strength along with pulse velocity. Analysis of variances, indicated that the optimum flexural strength could be obtained using as-received stone course aggregate and an air content of between 6 percent and 7.9 percent, with no fly ash. A high-pressure air meter, similar to the meter developed by the Army Corps of Engineers, was used. A strong statistical correlation of determination, r2 = 0.94, was obtained between plastic and the hardened concrete air content using this meter.

Sign in / Sign up

Export Citation Format

Share Document