地基附加应力和变形计算是地基设计计算的重要内容，直接关系着结构设计的安全可靠程度。
Research on numerical simulations of displacement deformation and additional stress for buildings in mining active area;
本文着重分析了平均附加应力系数的数学物理意义及用它计算地基变形的优点。
This paper stresses on the analysis of the mathematical and physical significance of the average additional stress coefficient and its merit in foundation deformation calculation.
搅拌桩地基沉降计算的准确性取决于搅拌桩复合地基中附加应力的分布，特别是下卧层应力的分布。
The accuracy of settlement calculation of composite foundation with mixing piles depends on the additional stress distribution in the foundation, especially in the subjacent bed.
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