重力式挡土墙是以挡土墙自身重力来维持挡土墙在土压力作用下的稳定。它是我国常用的一种挡土墙。重力式挡土墙可用石砌或混凝土建成，一般都做成简单的梯形。
Lastly, summarization of reliability analysis of gravity retaining wall has been presented.
最后，对重力式挡土墙可靠度研究成果进行了归纳总结。
参考来源 - 铁路路基重力式挡土墙可靠度分析与计算·2,447,543篇论文数据，部分数据来源于NoteExpress
单纯采用重力式挡土墙是不经济的。
The conclusion is that using gravity retaining wall alone will be comparatively uneconomical.
与重力式挡土墙相比，锚定板结构轻便并较有柔性。
In comparison with masonry retaining walls, the anchor slab structure is very light and comparatively flexible.
重力式挡土墙建立在桥台的下游护坡上，墙的基础由桩和筏板构成。
The retaining-wall foundation is built on the downstream bank slope of the bridge abutment, which stability cannot meet the requirement of specification.
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