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最近在做项目时遇到了关于滑坡施工监测的问题。 jJ#D`iog5
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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。 >v+1v
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有些专家认为扁铲侧胀试验结果仅供参考,但我认为其对岩土体长期稳定性的定性判断很有价值。 Bl b#h
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。另外,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。 [bhKL5l
不知道大家平时看哪本规范比较多?求推荐。 \l GD8@,x
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