On the basis of one sample multi stage loading triaxial test analysis of rock fill coarse grained soil, the loading is divided into unconsolidated type continuous loading and consolidated type discontinuous loading.
通过分析堆石粗粒土一个试样多级加荷三轴试验方法 ,将其分为不固结类的连续与固结类的不连续加荷。
参考来源 - 堆石粗粒土多级加荷三轴试验分析·2,447,543篇论文数据，部分数据来源于NoteExpress
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