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本文采用适当的分层地基模型和有限元分析手段对超宽条形基础和常规宽度条形基础下地基土的应力、应变作了分析和对比 ,得出在一定的地基土条件下 ,超宽条形基础并不能有效解决地基承载问题的结论。
In this paper, the appropriate stratified subgrade model and finite element analysis methods are used to analyze and compare the stress and strain of the ultra-wide strip foundation and the foundation soil under the conventional strip foundation. The results show that under certain soil conditions, Strip foundation can not effectively solve the problem of bearing foundation.