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Effect of Overlap Stress as Well as Tie Beam Length and Width on Settlement of Isolated Footings Using Finite Element
《Open Journal of Civil Engineering》2014年第1期35-44,共10页Mahmoud Abo Bakr El Sideek 
Effects of tie beam length, width and overlap stress on settlement of foundations have been investigated. In this investigation square concrete footings have been used with dimensions (B × B × d) where (d) is footin...
关键词：Effect OVERLAP Stress Tie Beam LENGTH and WIDTH SETTLEMENT ISOLATED FOOTINGS Finite Element 
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