孙强, 秦四清, 马平. 2007: 岩石蠕变的应力-应变比分析. 工程地质学报, 15(1): 66-70.
    引用本文: 孙强, 秦四清, 马平. 2007: 岩石蠕变的应力-应变比分析. 工程地质学报, 15(1): 66-70.
    SUN QiangQIN SiqingMA Ping, . 2007: ANALYSIS OF STRESS-STRAIN RATIO FOR ROCK CREEP. JOURNAL OF ENGINEERING GEOLOGY, 15(1): 66-70.
    Citation: SUN QiangQIN SiqingMA Ping, . 2007: ANALYSIS OF STRESS-STRAIN RATIO FOR ROCK CREEP. JOURNAL OF ENGINEERING GEOLOGY, 15(1): 66-70.

    岩石蠕变的应力-应变比分析

    ANALYSIS OF STRESS-STRAIN RATIO FOR ROCK CREEP

    • 摘要: 对岩石蠕变的应力-应变比分析方法进行了探索。蠕变是岩石重要的力学性质之一。岩石在各个应力水平下的蠕变曲线具有几何相似性。根据岩石蠕变的应力-应变比曲线可以近一步分析得到等时模量曲线。在岩石蠕变本构描述十分复杂、至今没有成熟的理论的情况下,应力-应变比分析方法具有十分重要的现实意义。

       

      Abstract: In this paper,we have discussed the method for analysis of stress-strain ratio associated with rock creep.Creep is one of the most important characteristics of rock.Under different stress states,rock creep curves show the behavior of geometry-comparability.We can gain the isochronous-modulus curves from the curves of stress-strain ratios.The constitutive equation of rock is so complex that well accepted method is still not available in the open literuary erure.At present,the analysis ofstress-strain ratio can be a good approach to further the examination of rock creep behavior.

       

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