Evaluation of the pseudo-dynamic bearing capacity of surface footings on cohesionless soils using finite element lower bound limit analysis
A Safardoost Siahmazgi, H Fathipour… - Geomechanics and …, 2022 - Taylor & Francis
Design of shallow foundations subjected to dynamic loading is an important topic in the
geotechnical engineering practice. In this study, an attempt has been made to evaluate the …
geotechnical engineering practice. In this study, an attempt has been made to evaluate the …
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 …
Conventional vs. modified pseudo-dynamic seismic analyses in the shallow strip footing bearing capacity problem
GR Soufi, RJ Chenari, S Javankhoshdel - Earthquake Engineering and …, 2021 - Springer
The conventional pseudo-dynamic (CPD) and modified pseudo-dynamic (MPD) methods
are invoked to obtain the seismic bearing capacity of strip foundations using the limit …
are invoked to obtain the seismic bearing capacity of strip foundations using the limit …
Undrained Bearing Capacity Factor Nc for Ring Foundations in Cohesive Soil
K Birid, D Choudhury - International Journal of Geomechanics, 2021 - ascelibrary.org
A ring foundation is a cost-effective circular beam foundation that is used to support tall and
heavy circular onshore industrial structures, such as chimneys, cooling towers, storage …
heavy circular onshore industrial structures, such as chimneys, cooling towers, storage …
Seismic bearing capacity of rock foundations subjected to seepage by a unilateral piece-wise log-spiral failure mechanism
XD Kang, JQ Zhu, XL Yang - Computers and Geotechnics, 2023 - Elsevier
Most of the current studies on the bearing capacity of rock foundations follow the Hoek-
Brown (HB) criterion, but all adopt the generalized tangent technique or the multi-tangent …
Brown (HB) criterion, but all adopt the generalized tangent technique or the multi-tangent …
Seismic stability analysis of nailed vertical cut using modified pseudo-dynamic method
The maximum tensile supporting force requirement and the distribution of the same in a
system of nails with respect to depth to maintain the stability of vertical nailed cut subjected …
system of nails with respect to depth to maintain the stability of vertical nailed cut subjected …
Seismic Stability Evaluation of Landfill Veneer Cover Systems Using Modified Pseudo-Dynamic Method
S Dabbiru, BM Basha - Journal of Earthquake Engineering, 2025 - Taylor & Francis
This study evaluates the seismic stability of veneer cover systems, addressing the sliding
failure (SF) and uplifted-floating failure (UF) caused by retained water. The modified pseudo …
failure (SF) and uplifted-floating failure (UF) caused by retained water. The modified pseudo …
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 …
Combined seismic bearing capacity factor using modified pseudo-dynamic approach
K Nadgouda, D Choudhury - Geotechnical and Geological Engineering, 2023 - Springer
The seismic bearing capacity of a shallow foundation is often estimated using empirical
equations or design charts. These are generally developed using pseudo-static approach …
equations or design charts. These are generally developed using pseudo-static approach …
Seismic Bearing Capacity of Shallow Foundations Under Large Earthquakes Using an Extended Pseudo-Dynamic Method
M Mobini, MJ Sharahi - Geotechnical and Geological Engineering, 2024 - Springer
The seismic bearing capacity of foundations is an essential issue in seismically active
regions, especially during significant earthquakes. This study presents an innovative time …
regions, especially during significant earthquakes. This study presents an innovative time …