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三种红层岩石常规三轴压缩下的强度与变形特性研究
引用本文:周应华,周德培,封志军.三种红层岩石常规三轴压缩下的强度与变形特性研究[J].力学学报,2005,13(4):477-480.
作者姓名:周应华  周德培  封志军
作者单位:西南交通大学土木工程学院,成都610031
基金项目:交通部西部交通建设科技项目“红层软岩地区公路修建技术研究”(合同号:2002-318-000-26)
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。

关 键 词:红层  三轴试验  峰值强度  弹性模量  全过程曲线
收稿时间:2004-10-29
修稿时间:2004-11-22

STRENGTH AND DEFORMATION OF THREE TYPES OF RED BEDS UNDER CONVENTIONAL TRIAXIAL COMPRESSION
ZHOU Yinghua,ZHOU Depei,FENG Zhijun.STRENGTH AND DEFORMATION OF THREE TYPES OF RED BEDS UNDER CONVENTIONAL TRIAXIAL COMPRESSION[J].chinese journal of theoretical and applied mechanics,2005,13(4):477-480.
Authors:ZHOU Yinghua  ZHOU Depei  FENG Zhijun
Institution:School of Civil Engineering,Southwest Jiaotong University,Chengdu610031
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.
Keywords:Red beds  Triaxial testing  Peak strength  Elasticity modulus  Complete curves
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