最近在做项目时遇到了关于边坡坡率允许值的问题。 $%<gp@Gz
有些专家认为扁铲侧胀试验结果仅供参考,但我认为其对锚索预应力损失的定性判断很有价值。 }[|"db
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尤其是在处理锚索预应力损失时,扁铲侧胀试验的误差容易导致后续设计的***守或冒险。 /W;;7k
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