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Whoever Abu Dawood said about him is weak in his Sunan
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Abstract

The research was limited to those whom Imam Abu Dawood

described in his Sunan as weak, so this research does not include

narrators who carried descriptions indicating weakness such as

ignorance or others, nor does it include hadiths that the Imam

described as weak.

The number of narrators whom Imam Abu Dawood described as

weak has reached six narrators, and my methodology was to

mention the words of Imam Abu Dawood, then transfer the

sayings of other advanced scholars, as well as the sayings of

Imam Abu Dawood in his other books, if any, to show the extent

of compatibility between these sayings.

I have reached the following results;

1.Imam Abu Dawood described six of his Sunan narrators as

weak.

2.Imam Abu Dawood agreed with other scholars regarding the

weak of three narrators.

3.There was a dispute between Imam Abu Dawood and some

imams regarding the weakness of three narrators, and the most

correct in this was the saying of Imam Abu Dawood.

4.His sayings that he mentioned in his Sunan are not mentioned in his other books.

 

 

 

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Sat Jan 01 2022
Journal Name
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Identification of the main causes of risks in engineering procurement construction projects
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Fri Dec 30 2011
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Publication Date
Fri Apr 01 2016
Journal Name
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Publication Date
Mon Aug 01 2022
Journal Name
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Through an experimental program of eighteen specimens presented in this paper, the bond strength between reinforcing bar and rubberized concrete was produced by adding waste tire rubber instead of natural aggregate. The fine and coarse aggregate was replaced in 0%, 25%, and 50% with the small pieces of a waste tire. Natural aggregate replacement ratio, rebar size, embedded rebar length, the rebar yield stress of rebar, cover, and concrete compressive strength were studied in this investigation. Ultimate bond stress, bond stress-slip response, and failure modes were presented. The experimental results reported that a reduction of 19% in bond strength was noticed in 50% replaced rubberized concrete compared with convention

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