Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A Comparative Study of Soil Slope Stability Under Seismic Loading Condition
The stability of the earth slope during seismic loading conditions is an important topic in the geotechnical engineering field. Several researchers reported stability analysis of slope under static and seismic loading conditions. This paper represents a comparative study of homogeneous c − ϕ soil slope stability using different dynamic approaches considering planer, circular and log-spiral rupture surfaces. Also, this paper provides a comparative study between the values of factor of safety obtained by the analytical approach and numerical solution. Results obtained from the different approaches are presented in tabular form to understand the comparison of different approaches considering different failure surfaces. It is observed that values of factor of safety obtained by the dynamic analysis considering log-spiral rupture surface are lower than the corresponding values obtained by the dynamic analyses assuming circular and planer failure surface.
A Comparative Study of Soil Slope Stability Under Seismic Loading Condition
The stability of the earth slope during seismic loading conditions is an important topic in the geotechnical engineering field. Several researchers reported stability analysis of slope under static and seismic loading conditions. This paper represents a comparative study of homogeneous c − ϕ soil slope stability using different dynamic approaches considering planer, circular and log-spiral rupture surfaces. Also, this paper provides a comparative study between the values of factor of safety obtained by the analytical approach and numerical solution. Results obtained from the different approaches are presented in tabular form to understand the comparison of different approaches considering different failure surfaces. It is observed that values of factor of safety obtained by the dynamic analysis considering log-spiral rupture surface are lower than the corresponding values obtained by the dynamic analyses assuming circular and planer failure surface.
A Comparative Study of Soil Slope Stability Under Seismic Loading Condition
Lecture Notes in Civil Engineering
Latha Gali, Madhavi (Herausgeber:in) / Raghuveer Rao, P. (Herausgeber:in) / Hazari, Suman (Autor:in) / Ghosh, Sima (Autor:in) / Sharma, Richi Prasad (Autor:in)
14.08.2020
12 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
<italic>c </italic> − <italic>ϕ</italic> soil , Seismic analysis , Logarithmic rupture surface , Factor of safety Engineering , Geoengineering, Foundations, Hydraulics , Geotechnical Engineering & Applied Earth Sciences , Soil Science & Conservation , Building Construction and Design , Solid Construction
Slope Stability Analysis of Earthen Dam under Seismic Loading
| Springer Verlag | 2025
Slope Stability Due to Seismic Loading
| Springer Verlag | 2017
Slope Stability Analysis of Earthen Dam under Seismic Loading
| Springer Verlag | 2025
Three-Dimensional Slope Stability Under Tri-directional Pseudo-Static Seismic Loading
| Springer Verlag | 2024