A. 按承载力理论公式计算持力层地基承载力时，基础埋深d＝2.0m
B. 承载力验算计算基底压力时，基础和填土重Gk＝γGAd中的基础埋深d＝2.0m
C. 地基沉降计算中计算基地附加压力p＝p0－γd时，基础埋深d＝2.0m
D. 在以上的各项计算中，基础埋深均应取d＝2.0m
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