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结构两边地下水位差异可形成基底渗透压力,用户可通过预判假设其分布规律是线性分布、抛物线分布或不予考虑。通过替换下游地下水位以下部分墙体的容重为墙体容重减水容重的方式来考虑浮托力对结构的影响。
基底渗透压力