Experimental determination of the active lateral pressure against retaining walls undergoing translation and rotation about the top
This paper is about the experimental determination of the active lateral pressure distribution of a granular soil on a rigid retaining wall undergoing a horizontal translation and a rotation about the top. The pressure measurement was made using load cells as sensors, being the variables the relativ...
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| 主要な著者: | , |
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| フォーマット: | Online |
| 言語: | spa |
| 出版事項: |
Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil
2019
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| オンライン･アクセス: | https://revistas.uclave.org/index.php/gt/article/view/2222 |
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| 要約: | This paper is about the experimental determination of the active lateral pressure distribution of a granular soil on a rigid retaining wall undergoing a horizontal translation and a rotation about the top. The pressure measurement was made using load cells as sensors, being the variables the relative density of the backfill and the rugosity of the wall backside. The placement of backfill in loose and dense state was obtained by using the pluviation and the mesh extraction methods, respectively. The wall movement was controlled by a simple mechanical system. The experimental results obtained lead to the general conclusion that loose soils show a linear distribution, and dense soils, a non-linear distribution. Particularly, the distribution of the lateral pressure of a dense backfill against wall that moves horizontally and rotates about the top, shows two peaks. This fact is explained by the Granular Mechanics as the juxtaposition of two pressure distributions related to horizontal translation and rotation about the top |
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