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建筑结构学报1984年第1期的“大基础地基压缩层深度计算方法的研究”一文(以下简称文[1]),对基础宽度为10～30米,埋深为5米左右的大基础地基压缩层深度提出了近似计算方法,这对地基变形计算,特别是勘察孔深度的取值是有用处的,因为在确定勘察孔深度时,土的一些指标尚不清楚,用基础宽度B来确定勘察孔深度较方便。 文[1]先是按我国规范的方法将地基视为均质土层,不考虑相邻基础影响,按不同基础宽度B计算带形、方形及矩形基础的地基压缩层深度
The article “Study on the calculation method of deep foundation compressive depth” of the Chinese Journal of Building Structures, No. 1, 1984 (hereinafter abbreviated as [1]), has a large foundation foundation with a base width of 10-30 meters and a burial depth of about 5 meters. Compression depth is proposed as an approximate calculation method, which is useful for calculation of ground deformation, especially the depth of survey hole depth, because some parameters of soil are not clear when determining the depth of survey hole, and it is determined by base width B. The depth of the survey hole is more convenient. In [1], the ground is considered as a homogenous soil layer according to the method of our country’s standard, and regardless of the influence of adjacent foundations, the ground compression layer depths of strip, square, and rectangular foundations are calculated according to different base widths B.