请教一下各位前辈,关于采空区稳定性评价,大家平时是怎么处理的?规范中对支护结构变形过大有明确规定,但在实际施工中,地质条件的复杂性往往超出预期。 S_dM{.!Z(,
实际发现,根据现场勘探数据,我们需要重点关注支护结构变形过大,这直接关系到工程的稳定性。 Z<@dM2b)
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结合类似项目的经验,数值模拟分析在应对支护结构变形过大时,需要适当增加测试点数量。另外,支护结构变形过大不仅受地质条件影响,施工工艺对它的扰动也不容忽视。 ~mK|~x01@
有相关经验的朋友,麻烦指点一下迷津,感激不尽。 Q,<V)
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