今天整理资料,翻出了以前做隐伏断层构造时的一些波速测试技术记录。规范中对支护结构变形过大有明确规定,但在实际施工中,地质条件的复杂性往往超出预期。另外,支护结构变形过大不仅受地质条件影响,施工工艺对它的扰动也不容忽视。 :oW 16m1`
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有没有大佬能给个思路?在线等。 /mp!%j~
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