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- W1602134433 abstract "This work treats the physical modeling of failure mechanisms by active earth pressure. This last is developed by retaining wall movement. A lot of research showed that wall displacement has a significant effect on active earth pressure. A good comprehension of active earth pressure phenomenon and its failure mechanisms help us to better conceive retaining walls. The conception of a small-scale model allowed the realization of active earth pressure tests, while displacing the mobile wall toward the outside of the massif. The studied material is that of Schneebeli; light two-dimensional material made of cylindrical plastic rollers, simulating granular non-cohesive soil. The evolution of shearing zones under continuous and discontinuous displacement modes of mobile walls by correlation pictures allows the investigation of the localization of deformations and failure mechanisms." @default.
- W1602134433 created "2016-06-24" @default.
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- W1602134433 date "2013-10-11" @default.
- W1602134433 modified "2023-09-28" @default.
- W1602134433 title "The Effect of Displacement Mode of Rigid Retaining Walls on Shearing Bands by Active Earth Pressure" @default.
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- W1602134433 doi "https://doi.org/10.48084/etasr.374" @default.
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