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.
作者将危岩落石作用于拦石墙的传力机理概化为落石→堤→桩及板→地基的传力过程。
The author generalizes that transmit process of impact force in volley-unstable rock retaining wall is from unstable rock into rock-fall, dam, pile-plate and ground in this paper.
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