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裂隙性黄土在减压三轴压缩下的变形破坏特征
引用本文:卢杰,乐崇浩,卢全中,曹广祝.裂隙性黄土在减压三轴压缩下的变形破坏特征[J].人民长江,2016,46(12):84-88.
作者姓名:卢杰  乐崇浩  卢全中  曹广祝
作者单位:1. 昆明理工大学国土资源工程学院,云南昆明,650093;2. 长安大学地质工程系,陕西西安,710054;3. 长安大学地质工程系,陕西西安710054;西部矿产资源与地质工程教育部重点实验室,陕西西安710054
基金项目:国家自然科学基金项目(41272284),陕西省科技统筹创新工程计划课题(2011 KTZB03-02-02),国土资源大调查项目(121201001000150122)
摘    要:为了研究黄土地区各种开挖工程所引起的土体变形乃至破坏现象,通过对裂隙性黄土样进行减压三轴压缩试验,得到其应力应变关系曲线,总结了裂隙性黄土的变形破坏特征。试验结果表明:减压三轴压缩试验下,裂隙性黄土的应力应变曲线以近似理想塑性或软弱化型为主,随着轴向压力的增大,其软化现象越明显;其总体变形方式为轴向变形和侧向弯曲变形;当土样裂隙角度为45°,60°时,容易沿原裂隙发生剪切破坏。

关 键 词:减压三轴压缩    变形特征    破坏特征  裂隙性黄土  

Deformation and failure characteristics of fissured loess under decompressed triaxial compression condition
Abstract:For studying the loess deformation and failure characteristics induced by engineering excavation, we studied the failure characteristics of fissured loess by the decompressed triaxial compression test and obtained the stress-strain curve. The summarization of the deformation and failure characteristics of fissured loess shows that the stress-strain curve of fissured loess is strain-soften type or approximately perfect plasticity, the softening phenomenon turns to be obvious with increase of axial stress, the deformation type is mainly axial and lateral bending deformation; the shear deformation is prone to occur along the original fissure when the fissure angles is 45° or 60°.
Keywords:decompressed triaxial compression  deformation characteristics  failure characteristics  fissured loess  
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