Computer Modeling in Engineering & Sciences2026，Vol.147Issue(4)：P.393-423,31.DOI:10.32604/cmes.2026.079630
Numerical Study of Failure Mechanisms of Footings Subjected to Uplift and Lateral Loads Using PLAXIS 3D
Ahmed Ibrahim Hassanin Mohamed 1Nourhan M.Amin 2Heba Elsaid Matter 3Ibrahim F.Eldemary 3Ahmed F.Oan3
作者信息
- 1. Civil and Environmental Engineering,University of Missouri,Columbia,MO,USA Construction Engineering Department,Egyptian Russian University,Cairo-Suez Road,Badr City,Egypt
- 2. Construction Engineering Department,Egyptian Russian University,Cairo-Suez Road,Badr City,Egypt Construction Engineering Department,Faculty of Engineering,Banha National University,Cairo,Egypt
- 3. Construction Engineering Department,Egyptian Russian University,Cairo-Suez Road,Badr City,Egypt
- 折叠
摘要
关键词
Shallow footings/uplift resistance/pullout capacity/failure mechanism/finite element analysis/PLAXIS 3D/soil-structure interaction/lateral loading分类
建筑与水利引用本文复制引用
Ahmed Ibrahim Hassanin Mohamed,Nourhan M.Amin,Heba Elsaid Matter,Ibrahim F.Eldemary,Ahmed F.Oan..Numerical Study of Failure Mechanisms of Footings Subjected to Uplift and Lateral Loads Using PLAXIS 3D[J].Computer Modeling in Engineering & Sciences,2026,147(4):P.393-423,31.
