تصميم أساس حصير ي عنابر مستشفى جامعة الشيخ عبد هللا البدر ي

dc.contributor.authorبوبكر الباقر دفع هللا يوسف
dc.contributor.authorلمنذر عبد الرؤوف عطا الفضيل
dc.contributor.authorإيمان شرف الدين الضو
dc.date.accessioned2026-10-13T09:51:58Z
dc.date.issued2022-03
dc.description.abstractABSTRACT This study is a definition of all kinds of shallow and deep foundations in particular the raft foundations and consideration as well as the carrying capacity of the soil surface coefficients and landing in the soil and it’s causes and manifestations, it also dealt with the structure design and the various ways to design the raft foundations. The foundation was designed for the wards by the limit state method, used the British Code S8110 – 1997, and calculate the reinforcing steel in the section of the raft foundation.
dc.identifier.urihttps://dspace.eaeu.edu.sd/handle/123456789/1302
dc.publisherجامعة الشيخ عبدالله البدري
dc.titleتصميم أساس حصير ي عنابر مستشفى جامعة الشيخ عبد هللا البدر ي
dc.typeThesis

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