Investigation of Inclined Retaining Walls (Located on Slopes) Performance against Static and Earthquake Loads
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active earth pressure on inclined retaining walls in static and pseudo-static conditions
inclined retaining walls with slopes less than perpendicular are appropriate candidates in several engineering problems. yet, to the knowledge of authors, only a few analytical solution for calculation of active earth pressure on such walls, which will be usually smaller than the same pressure on vertical ones, has been presented neither in research papers nor in design codes. considering limit...
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عنوان ژورنال
دوره 26 شماره 2
صفحات 17- 31
تاریخ انتشار 2008-01
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