The foundation with different length-width ratio had different depth of compressed layer.
基础长宽比不同，压缩层计算深度不同。
Based on the connecting strength of soil, the effects of foundation length-width ratio on base additional stress and depth of compressed layer were discussed.
基于土的连结强度，研究基础长宽比对基底附加应力和压缩层深度的影响。
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