在做膨胀土地区路基处理的勘察时,发现现场情况比预想的复杂得多。有些专家认为勘探数据分析结果仅供参考,但我认为其对潜在滑坡风险的定性判断很有价值。 `];ne]xM
根据现场勘探数据,我们需要重点关注潜在滑坡风险,这直接关系到工程的稳定性。 ,V&E"D{u
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有相关经验的朋友,麻烦指点一下迷津,感激不尽。 Eok8+7g0&
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