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。

Research purposes: This paper researches the distribution mode of the earth pressure on a cable anchor tied-back pile-slab wall flexible retaining structure on an embankment's shoulder or slope.

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石笼挡土墙作为一种新型的支挡结构，以其造价低、生态性好、适用范围广、柔性变形等特点得到了越来越多的工程应用。

As a new retaining structure, the gabion retaining wall is more and more used in projects for features of low cost, good ecology, extensive applicable range and flexible deformation, etc.

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