تصميم أساس حصير ي عنابر مستشفى جامعة الشيخ عبد هللا البدر ي
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جامعة الشيخ عبدالله البدري
Abstract
ABSTRACT
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.