2015
DOI: 10.3989/gya.0713142
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Properties and stability of deep-fat fried chickpea products

Abstract: SUMMARY:The aims of this study were to develop new snack foods prepared from deep frying whole chickpeas and evaluating the properties and storage stability of the new products. The most remarkable results found were: moisture content (3. 48-9.19%) chickpea). Hexanal, 2,5-dimethylpyrazine, nonanal, benzaldehyde, p-cymene, and carvacrol were the major volatile compounds determined. The color, hardness, moisture content, water activity, free fatty acids, and peroxide value of the products were monitored for thre… Show more

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Cited by 4 publications
(3 citation statements)
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“…The highest lipid content (30%) in deep-fat fried snacks was reported by Tiwari et al (2011) in a mixture of dehulled Green and Black gram flours, rice flour, and minor ingredients, fried in groundnut oil at 165 • C for 3 min. On the other hand, Bozdemir et al (2015) deep-fat fried in peanut oil at 180 • C for 15 min whole chickpeas and found lipid levels of 13.46%, 13.53%, and 13.92% in three different flavor presentations.…”
Section: Lipidsmentioning
confidence: 98%
“…The highest lipid content (30%) in deep-fat fried snacks was reported by Tiwari et al (2011) in a mixture of dehulled Green and Black gram flours, rice flour, and minor ingredients, fried in groundnut oil at 165 • C for 3 min. On the other hand, Bozdemir et al (2015) deep-fat fried in peanut oil at 180 • C for 15 min whole chickpeas and found lipid levels of 13.46%, 13.53%, and 13.92% in three different flavor presentations.…”
Section: Lipidsmentioning
confidence: 98%
“…Naturally, snacks similar to the CBBS that are deep fat-fried instead of baked contain elevated fat concentrations. Bozdemir et al [28] developed three different whole chickpea deep fat-fried snacks with fat contents ranging from 13.5 to 13.9%.…”
Section: Chemical Compositionmentioning
confidence: 99%
“…This is because the standard theory of soil mechanics considers soil as either entirely saturated or completely dry. Indeed, cohesive saturated soil possesses a lower strength than unsaturated soil, depending on the loading conditions [4]. Thus, if saturated conditions are the only ones taken into account while designing a structure, then overdesign issues and exorbitant costs could emerge.…”
Section: Introductionmentioning
confidence: 99%