Effect of Elevated Temperature on the Compressive Strength of Reactive Powder Concrete (RPC) Containing Polyvinyl Chloride (PVC)

Ikram Faraoun Ahmed; Teghreed H. Ibrahim

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Publication Date

Sun Oct 01 2017

Journal Name

International Journal Of Science And Research (ijsr)

Volume

6

Issue Number

10

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Effect of Elevated Temperature on the Compressive Strength of Reactive Powder Concrete (RPC) Containing Polyvinyl Chloride (PVC)

effect of elevated temperature on concrete

polyvinyl in concrete

reactive powder concrete

Ikram Faraoun Ahmed

Teghreed H. Ibrahim

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Fire is the most sever environmental condition affecting on concrete structures, thus investigating for fire safet, IJSR, Call for Papers, Online Journal

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Publication Date

Sun Sep 30 2001

Journal Name

Iraqi Journal Of Chemical And Petroleum Engineering

The Effect of MFI of High-Density Polyethylene on the Mathematical Modeling of Tensile Characteristic

Ibtisam M

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Publication Date

Wed Oct 01 2025

Journal Name

Iraqi Journal Of Applied Physics Letters

Photoluminscence Characteristics of Al2O3/Si Multilayer Structures Fabricated by DC Reactive Sputtering Technique

Aluminum oxide

Photoluminescence

DC sputtering

Multilayer structures

Haneen

Mohammed

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In this work, nanostructure aluminum oxide thin films were deposited on glass substrates using a direct current (DC) magnetic reactive sputtering (MRS) technique. A gaseous mixture of argon and oxygen at different mixing ratios was used to synthesize Al2O3 nanoparticles. After extracting Al2O3 powder from the glass substrate, X-ray diffraction (XRD), field-emission scanning electron microscopy (FE-SEM), and energy-dispersive spectroscopy (EDS) were used to analyze the structural and morphological properties of the synthesized thin films. The effect of deposition time on the spectral properties, as well as on the size of the nanoparticles, was determined.

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Publication Date

Sat Jan 01 2022

Journal Name

Desalination And Water Treatment

Optimization and kinetic evaluation of reactive yellow dye degradation by solar photocatalytic process

Abeer I.

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(3)

Publication Date

Wed Jun 18 2014

Journal Name

Desalination And Water Treatment

Removal of zinc from contaminated groundwater by zero-valent iron permeable reactive barrier

Ayad A.H.

Talib R.

Salim H.

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(23)

(24)

Publication Date

Thu Feb 01 2024

Journal Name

Heliyon

Removal of amoxicillin from contaminated water using modified bentonite as a reactive material

Alaa

Sara M.

Ziad T.

Israa M.

Nadya

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This study concerns the removal of a trihydrate antibiotic (Amoxicillin) from synthetically contaminated water by adsorption on modified bentonite. The bentonite was modified using hexadecyl trimethyl ammonium bromide (HTAB), which turned it from a hydrophilic to a hydrophobic material. The effects of different parameters were studied in batch experiments. These parameters were contact time, solution pH, agitation speed, initial concentration (C0) of the contaminant, and adsorbent dosage. Maximum removal of amoxicillin (93 %) was achieved at contact time = 240 min, pH = 10, agitation speed = 200 rpm, initial concentration = 30 ppm, and adsorbent dosage = 3 g bentonite per 1L of pollutant solution. The characterization of the adsorbent, modi

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(30)

(29)

Publication Date

Tue Jan 01 2019

Journal Name

Optical And Quantum Electronics

Photocatalytic activity of anatase titanium dioxide nanostructures prepared by reactive magnetron sputtering technique

E Adnan

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(96)

Publication Date

Mon Sep 04 2017

Journal Name

International Journal Of Environmental Science And Technology

A review of permeable reactive barrier as passive sustainable technology for groundwater remediation

A. H.

Q. M.

Ayad

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(157)

(149)

Publication Date

Fri Sep 08 2006

Journal Name

Journal Of Engineering

INFLUENCE OF DEFECT IN THE CONCRETE PILES USING NON-DESTRUCTIVE TESTING

Mosa Jawad

A'amal A.H.

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This paper presents the results of experimental investigation carried out on concrete model piles to study the behaviour of defective piles. This was achieved by employing non-destructive tests using ultrasonic waves. It was found that the reduction in pile stiffness factor is found to be about (26%) when the defect ratio increased from (5%) to (15%). The modulus of elasticity reduction factor as well as the dynamic modulus of elasticity reduction factor increase with the defect ratio

Publication Date

Wed Sep 01 2021

Journal Name

Iop Conference Series: Earth And Environmental Science

Improving the Properties of Asphalt Concrete Mixtures Using Iron Filling Wastes

Aliaa F.

Ban F.

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(4)

Publication Date

Sat Feb 12 2022

Journal Name

Engineering, Technology & Applied Science Research

The Possibility of Minimizing Rutting Distress in Asphalt Concrete Wearing Course

HMA

SAM

sisal fibers

OGFC

carbon fibers

hydrated lime

Job Mix Formula

repeated load test

BBME

VESYS

H. M.

A. H. K.

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The excessive permanent deformation (rutting) in asphalt-concrete pavements resulting from frequent repetitions of heavy axle loads is studied in this paper. Rutting gradually develops with additional load applications and appears as longitudinal depressions in the wheel path. There are many causes of the rutting of asphalt roads, such as poor asphalt mixing and poor continuous aggregate gradation. All factors affecting the mixture resistance to permanent deformation must be discussed, and all must be properly considered to reduce the rutting propensity of asphalt-aggregate mixtures. In this study, several mixtures were produced with the most common techniques in rutting resistance (using the most effective additives for each mixture), and

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