eOs)_?}
在做深基坑支护结构变形的勘察时，发现现场情况比预想的复杂得多。 +~mA}psr
通过多次测试，我发现数值模拟分析能够较好地反映地基设计优化的真实情况，但需要结合其他手段综合判断。 ;
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根据现场勘探数据，我们需要重点关注地基设计优化，这直接关系到工程的稳定性。 /2=#t-p+
I J(
有些专家认为数值模拟分析结果仅供参考，但我认为其对地基设计优化的定性判断很有价值。 GycSwQ
,
8{^WY7.'
另外，地基设计优化不仅受地质条件影响，施工工艺对它的扰动也不容忽视。 R |(q
有没有大佬能给个思路？在线等。 .ZVUd84 B
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