Stability analysis of geosynthetic-reinforced shallow foundations with a lower-bound FELA approach adopting the nonassociated plastic flow rule
M Hosseini, B Yaghoobi, PZ Ranjbar… - International Journal …, 2023 - ascelibrary.org
Finite-element limit analysis (FELA) is an effective numerical method to evaluate the stability
of reinforced geostructures. Such an analysis has been commonly performed in the literature …
of reinforced geostructures. Such an analysis has been commonly performed in the literature …
Modified pseudo–dynamic bearing capacity of strip footing on rock masses
In this paper, the seismic bearing capacity of a strip footing sitting on rock masses has been
investigated following the upper bound theorem of limit analysis. The generalized tangential …
investigated following the upper bound theorem of limit analysis. The generalized tangential …
Seismic Bearing Capacity of Strip Footings with Modified Pseudo-dynamic Method
X Kang, J Zhu, L Liu - KSCE Journal of Civil Engineering, 2024 - Springer
Current research has shown a nonlinear trend in the failure of soil, and the single tangent
method is commonly adopted when coping with nonlinear problems of soil failure. However …
method is commonly adopted when coping with nonlinear problems of soil failure. However …