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。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。通过多次测试,我发现量化分析能够较好地反映支护结构变形过大的真实情况,但需要结合其他手段综合判断。 s#>``E!
大家在做类似项目时,有没有遇到过类似情况?欢迎交流。 uePa4e!
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