今天整理资料,翻出了以前做膨胀土地区路基处理时的一些钻孔电视成像记录。 NTiJEzW}
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而且,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。 v%> ?~`Y
根据现场勘探数据,我们需要重点关注锚索预应力损失,这直接关系到工程的稳定性。希望能有大神出来解答一下,谢谢! D_O%[u}
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