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Preparation and Evaluation of Cefixime Nanocrystals
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Drug nanocrystals are nanoscopic crystals of the parent compound with dimensions less than 1 µm. A decrease in particle size will lead to an increase in effective surface area in the diffusion layer, which, in turn, increases the drug dissolution rate. Drug nanocrystals are one of the most important strategies to enhance the oral bioavailability of hydrophobic drugs.

Cefixime is the first member of what is generally termed the third generation orally active cephalosporins. These third generation cephalosporins are distinct from the older β-lactam antibiotics in their intensive antibacterial activity against a wide range of gram-negative bacteria.

The aim of this study is to prepare nanocrystals of cefixime as a capsules dosage form in order to increase its oral dissolution rate and bioavailability.

The cefixime nanocrystals were prepared by solvent/antisolvent precipitation method. Certain amount of drug was dissolved in water miscible solvent (methanol used in this study), then this solution was injected (at certain speed) into water containing stabilizer. Upon injection, precipitation of cefixime nanocrystal will occur immediately; this precipitate is sonicated at 37 ËšC for 30 min. then lyophilized. Powder of nanocrystal was obtained and filled into capsules. The physicochemical interaction between drug and addatives was studied using FTIR, DSC,

Results show that the best formula of cefixime nanocrystals prepared by dissolving 20mg/ml of cefixime in methanol, then 5ml was injected at 60ml/hr rate to a 50ml PVP solution as stabilizer in concentration 0.05%, then lyophilized to obtain the cefixime nanocrystal powder. The resulted mean particle size was 9-11 nm and the dissolution rate was significantly higher than that of the raw cefixime powder (p>0.05).

Keywords:  Cefixime trihydrate, Nanocrystals, Anti-solvent precipitation, PVP, HPMC, Poloxamer 188.

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Publication Date
Sat Jul 22 2023
Journal Name
Journal Of Engineering
Surface Free Energy for the Evaluation of Asphalt Binder Stripping
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Stripping is one of the major distresses within asphalt concrete pavements caused due to penetration of water within the interface of asphalt-aggregate matrix. In this work, one grade of asphalt cement (40-50) was mixed with variable percentages of three types of additives (fly ash, fumed silica, and phosphogypsum) to obtained an modified asphalt cement to resist the effect of stripping phenomena .The specimens have been tested for physical properties according to AASHTO. The surface free energy has been measured by using two methods namely, the wilhelmy technique and the Sessile drop method according to NCHRP-104
procedures. Samples of asphalt concrete using different asphalt cement and modified asphalt cement percentages(4.1,4.6 an

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Publication Date
Fri Dec 15 2023
Journal Name
Bionatura
Evaluation of the Drinking water in some Hospitals in Baghdad
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Due to the significance of hospital drinking water, a study was done to assess the water in three hospitals in Baghdad (Al-Yarmouk Teaching Hospital, Ibn Sina Hospital, and Ibn-Al-Nafis Hospital) for its nature and quality, compare it to other hospitals in terms of its physical, chemical, and bacterial specifications, and compare it to international standards. According to Iraqi standards from 2009 and WHO standards from 2011, Chemical factors were measured, which included pH, Total Dissolved Solids (TDS), and Calcium Ion (Ca+2). Reported readings are all within acceptable ranges for drinking water. In contrast, turbidity, total hardness (T.H.), chlorides (Cl-), magnesium (Mg+2), the number of aerobic plates (APC), total coliform (T

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Publication Date
Sat Jan 01 2022
Journal Name
Proceeding Of The 1st International Conference On Advanced Research In Pure And Applied Science (icarpas2021): Third Annual Conference Of Al-muthanna University/college Of Science
Iraqi Hawizeh Marsh: A half-century of water surface evaluation
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Publication Date
Thu Jan 31 2019
Journal Name
Engineering Journa
Flexural Moment Capacity Evaluation of Reinforced RPC Two-way Slabs
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The aim of this paper is to determine the flexural moment capacity of Reactive Powder Concrete (RPC) two-way slabs based on three models proposed by previous studies (Model 1, Model 2, and Model 3). The results obtained from these models were compared with those obtained from experimental work to check the accuracy and the applicability of the adopted theoretical models. The experimental program included the testing of three simply supported RPC two-way slabs (1000x1000x70) mm each. The tested specimens had identical properties except their steel fibres volume ratios (0.5 %, 1 %, and 1.5 %). The comparison with the experimental data showed that (Model 3) is the most suitable one among the three models. Model 1 was found to underestimate the

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Publication Date
Sun Apr 30 2017
Journal Name
Journal Of Engineering
Evaluation of Urban Planning Projects Criteria Using Fuzzy AHP Technique
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In this research,  Fuzzy Analytic Hierarchy Process technique is applied (Fuzzy AHP) which is one of  multi-criteria decision making techniques to evaluate the criteria for urban planning projects, the project of developing master plan of Al-Muqdadiyah city to 2035 has been chosen as a case study. The researcher prepared a list of criteria in addition to the authorized departments criteria and previous researches in order to choose optimized master plan according to these criteria. This research aims at employing the foundations of (Fuzzy AHP) technique in evaluating urban planning criteria precisely and flexible. The results of the data analysis to the individuals of the sample who are specialists, in this aspect.  The la

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Publication Date
Sun Apr 08 2018
Journal Name
Al-khwarizmi Engineering Journal
Evaluation the Mechanical Properties of Kaolin Particulate Reinforced Epoxy Composites
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Epoxy resin has many chemical features and mechanical properties, but it has a small elongation at break, low impact strength and crack propagation resistance, i.e. it exhibits a brittle behavior. In the current study, the influence of adding kaolin with variable particle size on the mechanical properties (flexural modulus E, toughness Gc, fracture toughness Kc, hardness HB, and Wear rate WR) of epoxy resin was evaluated. Composites of epoxy with varying concentrations (0, 10, 20, 30, 40 weights %) of kaolin were prepared by hand-out method. The composites showed improved (E, Gc, Kc, HB, and WR) properties with the addition of filler. Also, similar results were observed with the decrease in particle size. In addition, in this study, mult

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Publication Date
Sat Aug 27 2022
Journal Name
Egyptian Journal Of Chemistry
Evaluation of Zinc Chelation Ability for Non-Hydroxamic Organic Moieties
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Publication Date
Tue May 01 2018
Journal Name
Journal Of Physics: Conference Series
Evaluation of the Epoxy/Antimony Trioxide Nanocomposites as Flame Retardant
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Publication Date
Tue Dec 30 2025
Journal Name
حوليات أداب عين شمس
Evaluation of Groundwater Suitability in Ain Tamr District in Iraq
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Publication Date
Wed Aug 21 2019
Journal Name
International Journal On Advanced Science, Engineering And Information Technology
Evaluation of the Performance of Glasphalt Concrete Mixtures for Binder Course
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