Effect of Soil Nonlinearity on Analysis of Raft Foundation

Soil supporting foundations behave in a nonlinear manner at loading close to its bearing capacity. This behavior affects soil pressure distribution and the corresponding stresses in the raft foundation, which differs significantly from considering the soil as elastic linear material. The present res...

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Λεπτομέρειες βιβλιογραφικής εγγραφής
Κύριος συγγραφέας: Saeed Haitham H.
Μορφή: Άρθρο
Γλώσσα:English
Έκδοση: Sciendo 2022-06-01
Σειρά:Civil and Environmental Engineering
Θέματα:
Διαθέσιμο Online:https://doi.org/10.2478/cee-2022-0027