最近在做项目时遇到了关于地基基础抗震的问题。 =T$E
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结合类似项目的经验,高密度电法在应对桩基承载力不足时,需要适当增加测试点数量。 so7;h$h!H
抛砖引玉,欢迎大家分享自己的做法。 S;])Nt'X'
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