This essay analyses the factors influencing the Atterberg Limit, discusses the application areas for the Atterberg Limit experiment and illustrates the Atterberg Limit experiments done in the roadbed engineering and finally comes to the conclusion that the Atterberg Limit should be revised according to the proportion of soil grain exceeding 0.
通过对液塑限的影响因素、液塑限试验的适用范围和工程实例的分析,提出对于依JTJ051-93所得的液塑限指标值在公路路基施工中,应按超过0。
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