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本文通过对楔形滑体的稳定性分析评价了加固方案的合理性,着重叙述了对临海边坡各类危岩体的加固处理方法,同时对加固效果作了较为详尽的分析。
In this paper, the stability of the wedge-shaped sliding body is evaluated and the rationality of the reinforcement scheme is evaluated. The reinforcement treatment methods for various dangerous rock bodies on the seaside slope are emphatically described. At the same time, a detailed analysis of the reinforcement effect is made.