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本文提出了一种基于极限理论的计算机方法，它适用条形荷载作用下加筋土地基承载力的分析．通过对室内大、小模型的实际计算，所得到的计算结果和试验结果比较吻合，证明了本文所提出的方法为一种确定加筋土地基极限承载力的有效方法．
In this paper, a computer method based on the limit theory is proposed. It is applicable to the analysis of bearing capacity of reinforced subgrade under strip load. Through the actual calculation of large and small indoor models, the calculated results are in good agreement with the experimental results, which proves that the method proposed in this paper is an effective method to determine the ultimate bearing capacity of reinforced subgrade.