Numerical solution of active earth pressures on rigid retaining walls built near rock faces |
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Authors: | Chia-Cheng Fan Yung-Show Fang |
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Institution: | 1. Dept. of Construction Engineering, National Kaohsiung First University of Science and Technology, Taiwan, ROC;2. Dept. of Civil Engineering, National Chiao Tung University, Taiwan, ROC |
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Abstract: | For retaining walls built in mountainous regions, narrow backfill spaces are often encountered. The space to fully develop the active wedge is restricted for walls with a limited backfill space. This paper presents a numerical study on the behaviour of active earth pressures behind a rigid retaining wall with limited backfill space of various geometries. The active earth pressure for a wall built with limited backfill space is considerably less than that of the Coulomb solution, and the location of the resultant of active earth pressures is noticeably higher than one-third of the wall height. The coefficient of active earth pressures is as low as 0.5–0.6 times the Coulomb solution and the h/H value reaches up to 0.4–0.37 if aspect ratio of the fill space is in the range from 0.1 to 0.2. A clear trend between the ratio of the coefficient of active earth pressures at constrained fill conditions over the Coulomb Ka value and the aspect ratio of the fill-space geometry is obtained. |
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