The reduction factor is figured out by using soil mechanics radius to determine the affected areas, introducing the settlement reduction Coefficient, using hierarchical integrated methods, and comparing the box and bucket foundation to the same depth rigid foundation.
运用土力半径确定影响范围并引入沉降折减系数,同时运用规范所推荐的分层总和法计算沉降、并结合箱筒型基础和等底埋深的刚性基础的模拟结果的对比,进行求解折减系数。
参考来源 - 箱筒型基础结构地基沉降研究·2,447,543篇论文数据，部分数据来源于NoteExpress
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