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看群里最近讨论高密度电法比较多,我也来凑个热闹。 d#+Nef5
根据现场勘探数据,我们需要重点关注基坑突涌风险,这直接关系到工程的稳定性。 H.|I|XRG/
通过多次测试,我发现高密度电法能够较好地反映基坑突涌风险的真实情况,但需要结合其他手段综合判断。 ,{G\-(\
另外,基坑突涌风险不仅受地质条件影响,施工工艺对它的扰动也不容忽视。如果采用高密度电法,建议同步开展其他原位测试,以互相验证基坑突涌风险的评价结果。不知道大家平时看哪本规范比较多?求推荐。 hN K wQ
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