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Collapse Load of Strip Footing Above Circular Void
Publisher: American Society of Civil Engineers
Abstract: Equations relating collapse footing pressure with soil strength property and void conditions for strip footings centered above continuous circular voids are developed using the upper bound theorem of limit analysis. Results ...
Performance of Strip Footing on Stratified Soil Deposit with Void
Publisher: American Society of Civil Engineers
Abstract: The performance of strip footings on a homogeneous soil and a stratified deposit containing two soil layers both with and without a continous void is investigated. Various factors affecting footing performance are analyzed. ...