请教一下各位前辈,关于地震波速测试,大家平时是怎么处理的? _w4G|j$C
在实际操作中,勘探数据分析的数据往往存在一定的离散性,如何准确量化支护结构变形过大是一个难点。 GHcx@||C?
实际发现,结合类似项目的经验,勘探数据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。 OR+qi*)
大家在做类似项目时,有没有遇到过类似情况?欢迎交流。 =#Sw.N
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