Research purposes: This paper researches the distribution mode of the earth pressure on a cable anchor tied-back pile-slabwall flexible retaining structure on an embankment's shoulder or slope.
研究目的:本文研究路肩(堤)式预应力锚索桩板墙柔性支挡结构的土压力分布规律。
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The anchorslab structure is a type of retainingwall which consists of prefabricated face panels, tie-bars and anchor slabs embedded in earth fill.