Three-dimensional modified pseudo-dynamic analysis of reinforced slopes with inclined soil nails
GH Chen, JF Zou, T Yang, HY Shi - Bulletin of Engineering Geology and …, 2022 - Springer
This study aims to develop an effective approach to conduct the three-dimensional (3D)
modified pseudo-dynamic stability analysis of slopes reinforced using inclined soil nails …
modified pseudo-dynamic stability analysis of slopes reinforced using inclined soil nails …
Upper limit analysis for seismic sliding stability of double-sided limited narrow slope retaining wall
Z Wang, H Lin, Y Cheng - Earth Science Informatics, 2025 - Springer
The stability coefficients of double-sided constrained narrow slope retaining walls influenced
by soil width, exhibit marked deviations from traditional infinite slopes. The stability …
by soil width, exhibit marked deviations from traditional infinite slopes. The stability …
Experimental Study on Erosion Process of Expressway Embankment Subjected to Tsunami After Earthquake
S Hayashizaki, S Kawajiri, T Kurokawa… - Transportation …, 2024 - Springer
Abstract On March 11, 2011, the Great East Japan Earthquake triggered tsunamis that
reached extensive areas along Japan's Pacific coast. There have been instances where …
reached extensive areas along Japan's Pacific coast. There have been instances where …
Seismic stability analysis of heterogeneous slopes reinforced by inclined soil nails
This study aims to propose an effective approach to evaluate the seismic stability of
heterogeneous slopes reinforced by inclined soil nails. The modified pseudo dynamic …
heterogeneous slopes reinforced by inclined soil nails. The modified pseudo dynamic …
[PDF][PDF] Techniques for optimizing parameters of soil nailed vertical cut
F Benayoun, D Boumezerane… - Selected Scientific Papers …, 2021 - sciendo.com
In this paper a finite-element analysis was carried out using Plaxis2D software to model a
vertical cut reinforced by nails. Optimization of the effect of three input parameters on stability …
vertical cut reinforced by nails. Optimization of the effect of three input parameters on stability …
Analysis of active earth pressure behind rigid retaining walls considering curved slip surface
P Yu, Y Liu - Geotechnical and Geological Engineering, 2024 - Springer
This study investigates the active earth pressure exerted on rigid vertical retaining walls
subjected to translational motion, utilizing a two-dimensional analytical approach that does …
subjected to translational motion, utilizing a two-dimensional analytical approach that does …