Uplift response of square anchor plates in dense sand by Niroumand, Hamed, Kassim, Khairul Anuar

“…Agreement between the uplift capacities from the experimental tests and finite element modeling using PLAXIS 2D, based on 0.2 m computed maximum displacements was excellent for square anchor plates. …”

Experimental and numerical modeling of uplift behavior of rectangular plates in cohesionless soil by Niroumand, Hamed, Kassim, Khairul Anuar

“…Agreement between the uplift responses from the physical model tests and finite element modeling using PLAXIS 2D, based on 200 mm and 300 mm computed maximum displacements were excellent for rectangular anchor plates. …”

Square plates as symmetrical anchor plates under uplift test in loose sand by Kassim, Khairul Anuar, Niroumand, Hamed

“…Agreement between the uplift responses from the physical model tests and finite element modeling using PLAXIS 2D, based on 100 mm computed maximum displacements was excellent for square anchor plates. …”

Uplift response of circular plates as symmetrical anchor plates in loose sand by Niroumand, Hamed, Kassim, Khairul Anuar

“…Agreement between the uplift responses from the physical model tests and finite element modeling using PLAXIS 2D, based on 100 mm computed maximum displacements was excellent for circular anchor plates. …”