今天整理资料,翻出了以前做深基坑支护结构变形时的一些数值模拟分析记录。结合类似项目的经验,数值模拟分析在应对地表沉降控制时,需要适当增加测试点数量。 dTE(+M-
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规范中对地表沉降控制有明确规定,但在实际施工中,地质条件的复杂性往往超出预期。 fAW(
而且,通过多次测试,我发现数值模拟分析能够较好地反映地表沉降控制的真实情况,但需要结合其他手段综合判断。有相关经验的朋友,麻烦指点一下迷津,感激不尽。 xbN)z
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