在做隐伏断层构造的勘察时,发现现场情况比预想的复杂得多。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。 5,;{<\c
在实际操作中,旁压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。 w#]%I+
抛砖引玉,欢迎大家分享自己的做法。 mG\,T3/*
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