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。根据现场勘探数据,我们需要重点关注岩土体长期稳定性,这直接关系到工程的稳定性。 B:mtl?69g
结合类似项目的经验,数值模拟分析在应对岩土体长期稳定性时,需要适当增加测试点数量。 om_UQgC@r
如果采用数值模拟分析,建议同步开展其他原位测试,以互相验证岩土体长期稳定性的评价结果。规范中对岩土体长期稳定性有明确规定,但在实际施工中,地质条件的复杂性往往超出预期。 /UWv}f
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有相关经验的朋友,麻烦指点一下迷津,感激不尽。 +az=EF
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