请教一下各位前辈，关于地下水渗透效应，大家平时是怎么处理的？ ,?K5/3ss
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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。 A Ef@o +A
结合类似项目的经验，旁压试验在应对基坑突涌风险时，需要适当增加测试点数量。 :O,,fJ<x.O
规范中对基坑突涌风险有明确规定，但在实际施工中，地质条件的复杂性往往超出预期。 Xq"9TYf$
有没有大佬能给个思路？在线等。 yhK9rcJq6}
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