本文关于岩石蠕变的研究成果直接为四渡河悬索桥隧道锚固系统的安全度分析提供了可靠依据。
The research productions in this paper directly provide reliable reference for safe degree evaluation of Siduhe suspension bridge tunnel-type-anchor-system.
只有对其进行时程分析，才能对其安全度进行全面评估；
Unless analyze time history, it could go on the overall assessment of safety.
结果分析表明，传统可靠度分析结果偏于不安全，而利用模糊随机可靠度来评价边坡稳定状况更趋于合理性。
It is found that results of the traditional reliability method are less securable and those of fuzzy-random reliability method are more reasonable.
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