周应华, 周德培, 封志军. 2005: 三种红层岩石常规三轴压缩下的强度与变形特性研究. 工程地质学报, 13(4): 477-480.
    引用本文: 周应华, 周德培, 封志军. 2005: 三种红层岩石常规三轴压缩下的强度与变形特性研究. 工程地质学报, 13(4): 477-480.
    ZHOU Yinghua, ZHOU Depei, FENG Zhijun. 2005: STRENGTH AND DEFORMATION OF THREE TYPES OF RED BEDS UNDER CONVENTIONAL TRIAXIAL COMPRESSION. JOURNAL OF ENGINEERING GEOLOGY, 13(4): 477-480.
    Citation: ZHOU Yinghua, ZHOU Depei, FENG Zhijun. 2005: STRENGTH AND DEFORMATION OF THREE TYPES OF RED BEDS UNDER CONVENTIONAL TRIAXIAL COMPRESSION. JOURNAL OF ENGINEERING GEOLOGY, 13(4): 477-480.

    三种红层岩石常规三轴压缩下的强度与变形特性研究

    STRENGTH AND DEFORMATION OF THREE TYPES OF RED BEDS UNDER CONVENTIONAL TRIAXIAL COMPRESSION

    • 摘要: 利用MTS815Teststar程控伺服岩石力学试验系统研究了川东地区一红层边坡中的砂岩、粉砂岩和泥岩围压为03MPa的应力-应变全过程曲线,建立了峰值强度、峰值强度前弹性模量以及峰值强度后的弹性模量和围压的关系。将低围压下红层的全应力-应变曲线概化成5个阶段,分别为压密段、弹性段、屈服段、应变软化段和塑性流动阶段。试验结果得出,红层弹性模量随围压的增加而提高且变化明显,砂岩和粉砂岩在此围压内为脆性破坏,泥岩为塑性破坏的规律。

       

      Abstract: Complete stress-strain curves for sandstone,siltstone and mudstone in a red bed slope from east Sichuan province are obtained were obtained under confining pressures from 0 to 3 MPa using MTS815 Teststar,a rock mechanics servo system.The results showed that peak strength,yield strength and relaxation modulus vary with the confining pressure.The complete stress-strain curves can be divided into five phases: compacting,elastic,yield,strain softening and plastic flow.Elasticity modulus of the red bed increases rapidly with the confining pressure.Brittle failure is observed in sandstone and siltstone,while plastic failure is observed in mudstone.

       

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