Investigation of three-dimensional active earth pressure and load transfer according to aspect ratio |
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| Authors: | Byung-Suk Park Su Choel Kim Sang Duk Lee |
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| Institution: | 1. Geotechnical Engineering Research Institute, Korea Institute of Construction and Technology (KICT), Goyang, Republic of Korea;2. Department of Civil and Transportation Engineering, Ajou University, Suwon, Republic of Korea |
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| Abstract: | ABSTRACTAlthough there is a noticeable difference between two-dimensional and three-dimensional earth pressures, most researchers have suggested various earth pressure theories under the two-dimensional condition. Only a few studies have been conducted on the three-dimensional load transfer to the adjacent ground, whereas most studies in literature on the three-dimensional active earth pressure have been conducted by focusing on the stability of active wall. For accurate prediction of the three-dimensional active earth pressure, it is required to study not only the three-dimensional earth pressure distribution but also the three-dimensional load transfer to the adjacent ground. In this paper, size and distribution of the three-dimensional active earth pressure as well as the load transfer according to aspect ratio of retaining wall are investigated through a series of model tests. As a results, the three-dimensional active earth pressure distribution showed the highest value at the wall height of 0.5–0.55h when the aspect ratio of equal to 1.2 or higher. The load transfer showed higher values in vertical direction than horizontal direction. The load transfer distribution can be evaluated by applying the size and effect range of the loads transferred to the adjacent soil of the retaining wall. |
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| Keywords: | Aspect ratio earth pressure load transfer model test retaining wall |
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