Pseudo-static scaled-down experiments on dry stone retaining walls: Preliminary implications for the seismic design
نویسندگان
چکیده
منابع مشابه
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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ژورنال
عنوان ژورنال: Engineering Structures
سال: 2018
ISSN: 0141-0296
DOI: 10.1016/j.engstruct.2018.05.080