看群里最近讨论原位测试数据比较多，我也来凑个热闹。
实际发现，规范中对桩基承载力不足有明确规定，但在实际施工中，地质条件的复杂性往往超出预期。
补充一下，另外，桩基承载力不足不仅受地质条件影响，施工工艺对它的扰动也不容忽视。
如果有做过的同行，希望能指点一二，感谢！
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