目前在现场检验阶段,发现了一些值得探讨的现象。另外,结合类似项目的经验,现场检验在应对桩基承载力不足时,需要适当增加测试点数量。尤其是在处理桩基承载力不足时,现场检验的误差容易导致后续设计的***守或冒险。 ]T1"3
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在实际操作中,现场检验的数据往往存在一定的离散性,如何准确量化桩基承载力不足是一个难点。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。 `1d r$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。 Mmn[ol
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