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在重塑试样的三轴压缩实验基础上 ,对全风化火山岩松散填土的稳定状态进行了分析研究 .探讨了试样的相对压实度、初始含水量、应变速率对稳定状态的影响 .得出了稳定状态线在υss～logp′ss平面内不唯一的结论 ,其位置随上述因素变化 .提出了一种归一化方法 ,在考虑相对压实度、初始含水量效应的情况下可以给出单一的稳定状态线 .
Based on the triaxial compression tests of remodeled samples, the steady state of loosely filled soil in the fully weathered volcanic rocks was analyzed and studied, and the effects of relative compaction, initial water content and strain rate on the steady state were also discussed. We get the conclusion that the steady state line is not unique in the υss ~ logp’ss plane, and its location changes with the above factors. A normalization method is proposed, which can consider the relative compaction degree and the initial water content effect Give a single steady state line.