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。在实际操作中,扁铲侧胀试验的数据往往存在一定的离散性,如何准确量化岩土体长期稳定性是一个难点。另外,岩土体长期稳定性不仅受地质条件影响,施工工艺对它的扰动也不容忽视。 V -4*nV
结合类似项目的经验,扁铲侧胀试验在应对岩土体长期稳定性时,需要适当增加测试点数量。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。 /Q>{YsRRB
大家在做类似项目时,有没有遇到过类似情况?欢迎交流。 ~EWfEHf*BJ
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