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最近在做项目时遇到了关于边坡坡率允许值的问题。 07]9VJa
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通过多次测试,我发现现场检验能够较好地反映地基设计优化的真实情况,但需要结合其他手段综合判断。 Aho-\9/x%
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以上是我的一点浅见,欢迎各位大佬批评指正。
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