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- W2268525752 abstract "Retaining walls may be constructed with an inclination angle of less than 90from thehorizontal axis. In the present study, using the horizontal slices method and limit equilibrium principles,in addition to assuming variation of the seismic coecient with height, a new formulation is proposedto calculate the active seismic pressure on retaining walls. The general arrangement of the proposedpseudo-dynamic formulation allows analysis of inclined or vertical retaining walls in frictional, cohesiveand cohesive-frictional soils. Results from the proposed method were compared with those of previousresearchers under similar conditions and showed a negligible dierence. The horizontal slices method wasable to assess an inclined wall, determine the active earth pressure distribution at dierent points alongthe wall height and consider the angle of failure wedge as a variable in the time domain. The ndings showthat despite the accepted assumptions for conventional vertical walls the distribution of earth pressure onan inclined wall follows a non-linear pattern at each moment." @default.
- W2268525752 created "2016-06-24" @default.
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- W2268525752 date "2010-04-01" @default.
- W2268525752 modified "2023-09-23" @default.
- W2268525752 title "PSEUDO-DYNAMIC ACTIVE EARTH PRESSURE ANALYSIS OF INCLINED RETAINING WALLS USING HORIZONTAL SLICES METHOD" @default.
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