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最近在做项目时遇到了关于综合管廊深基坑的问题。 :4"SJ
总觉得,规范中对锚索预应力损失有明确规定,但在实际施工中,地质条件的复杂性往往超出预期。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。 28;D>6c
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,如何准确量化锚索预应力损失是一个难点。有相关经验的朋友,麻烦指点一下迷津,感激不尽。 {g2cm'hD
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