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A platform for research: civil engineering, architecture and urbanism
A new limit equilibrium method for the pseudostatic design of embedded cantilevered retaining walls
Abstract This paper describes a new pseudostatic limit equilibrium method for the design of cantilevered retaining walls under seismic actions. The method has been applied in a parametric study of the effects of the geometry of the wall, considering different excavated and embedded depths, of the strength of the soil, and of the contact between the soil and the wall. The pseudostatic predictions are in very good agreement, both in terms of horizontal contact stress and bending moment distributions, with the results of truly dynamic 2-D finite difference analyses and published experimental data. It is found that for increasing strengths of the soil–wall system both the critical acceleration and the maximum bending moment on the wall increase. In other words, a stronger soil–wall system will experience smaller displacements during the earthquake, but this is paid for by increasing internal forces in the wall.
Highlights We describe a new limit equilibrium method for the dynamic design of cantilevered retaining walls. We focus on both the geotechnical and the structural design of the wall. A parametric study is carried out on the effects of the geometry of the wall and of the strength of the soil. Pseudostatic predictions are in very good agreement with results from truly dynamic 2-D FDM analyses.
A new limit equilibrium method for the pseudostatic design of embedded cantilevered retaining walls
Abstract This paper describes a new pseudostatic limit equilibrium method for the design of cantilevered retaining walls under seismic actions. The method has been applied in a parametric study of the effects of the geometry of the wall, considering different excavated and embedded depths, of the strength of the soil, and of the contact between the soil and the wall. The pseudostatic predictions are in very good agreement, both in terms of horizontal contact stress and bending moment distributions, with the results of truly dynamic 2-D finite difference analyses and published experimental data. It is found that for increasing strengths of the soil–wall system both the critical acceleration and the maximum bending moment on the wall increase. In other words, a stronger soil–wall system will experience smaller displacements during the earthquake, but this is paid for by increasing internal forces in the wall.
Highlights We describe a new limit equilibrium method for the dynamic design of cantilevered retaining walls. We focus on both the geotechnical and the structural design of the wall. A parametric study is carried out on the effects of the geometry of the wall and of the strength of the soil. Pseudostatic predictions are in very good agreement with results from truly dynamic 2-D FDM analyses.
A new limit equilibrium method for the pseudostatic design of embedded cantilevered retaining walls
Conti, Riccardo (author) / Viggiani, Giulia M.B. (author)
Soil Dynamics and Earthquake Engineering ; 50 ; 143-150
2013-03-18
8 pages
Article (Journal)
Electronic Resource
English
A new limit equilibrium method for the pseudostatic design of embedded cantilevered retaining walls
| Online Contents | 2013
A new limit equilibrium method for the pseudostatic design of embedded cantilevered retaining walls
| British Library Online Contents | 2013
Pseudostatic Limit Equilibrium Analysis
| Springer Verlag | 2008
Limit equilibrium analysis of embedded retaining walls
| British Library Online Contents | 1996
Limit equilibrium analysis of embedded retaining walls
| Online Contents | 1996