试件尺度的岩石受载破裂过程中,其本身结构发生变形、破坏的同时,包含了地球物理属性参数信息的变化,如应变量、电阻率、波速等。通过对受载中的岩石试件进行地球物理参数测试,可定性或定量地感知其内部结构、强度等特征变化,有助于了...试件尺度的岩石受载破裂过程中,其本身结构发生变形、破坏的同时,包含了地球物理属性参数信息的变化,如应变量、电阻率、波速等。通过对受载中的岩石试件进行地球物理参数测试,可定性或定量地感知其内部结构、强度等特征变化,有助于了解岩石试件破裂机理,进而解决一系列岩体工程测试问题。基于Web of Science论文检索系统搜索出岩石试件加载测试的文献资料,利用CiteSpace软件对岩石试件加载测试现状进行分析,并详细阐述了几种常用测试方法的原理及研究进展。结合煤系地层深部采场领域研究现状,分析、总结岩石试件受载测试研究过程中存在的不足,并对地球物理参数采集、装置研发与微-宏观测试融合等方面提出展望。展开更多
Triaxial cyclic loading tests have been performed to assess the influence of plastic deformation on inelastic deformational properties of anisotropic argillite with bedding planes which is regarded as a kind of transv...Triaxial cyclic loading tests have been performed to assess the influence of plastic deformation on inelastic deformational properties of anisotropic argillite with bedding planes which is regarded as a kind of transversely isotropic media.Considering argillite's anisotropy and inelastic deformational properties,theoretical formulae for calculating oriented elastic parameters were deduced by the unloading curves,which can be better fitted for the description of its elasticity than loading curves.Test results indicate that with the growth of accumulated plastic,strain,the apparent elastic modulus of argillite decreases in a form of exponential decay function,whereas the apparent Poisson ratio increase in a form of power equation.A ratio of unloading recoverable strain to the total strain increment occurred during a loading cycle is defined to illustrate the characteristic relations between anisotropic coupled elasto-plastic deformation and plastic strain.It is significant to observe that high stress level and plastic history have an inhibiting effect on argillite anisotropy.展开更多
文摘试件尺度的岩石受载破裂过程中,其本身结构发生变形、破坏的同时,包含了地球物理属性参数信息的变化,如应变量、电阻率、波速等。通过对受载中的岩石试件进行地球物理参数测试,可定性或定量地感知其内部结构、强度等特征变化,有助于了解岩石试件破裂机理,进而解决一系列岩体工程测试问题。基于Web of Science论文检索系统搜索出岩石试件加载测试的文献资料,利用CiteSpace软件对岩石试件加载测试现状进行分析,并详细阐述了几种常用测试方法的原理及研究进展。结合煤系地层深部采场领域研究现状,分析、总结岩石试件受载测试研究过程中存在的不足,并对地球物理参数采集、装置研发与微-宏观测试融合等方面提出展望。
基金Program(2011CB710601) supported by National Basic Research Program of ChinaProject(50925933) supported by National Natural Science Foundation of China+1 种基金Project(2008BAB29B03) supported by National Key Technology Research and Development Program of ChinaProject(2010-122-011) supported by Guizhou Provincial Department of Transportation,China
文摘Triaxial cyclic loading tests have been performed to assess the influence of plastic deformation on inelastic deformational properties of anisotropic argillite with bedding planes which is regarded as a kind of transversely isotropic media.Considering argillite's anisotropy and inelastic deformational properties,theoretical formulae for calculating oriented elastic parameters were deduced by the unloading curves,which can be better fitted for the description of its elasticity than loading curves.Test results indicate that with the growth of accumulated plastic,strain,the apparent elastic modulus of argillite decreases in a form of exponential decay function,whereas the apparent Poisson ratio increase in a form of power equation.A ratio of unloading recoverable strain to the total strain increment occurred during a loading cycle is defined to illustrate the characteristic relations between anisotropic coupled elasto-plastic deformation and plastic strain.It is significant to observe that high stress level and plastic history have an inhibiting effect on argillite anisotropy.
文摘为了研究使用矩形钢管连接的新型全预制冷弯薄壁型钢复合墙体的抗侧性能,设计了6个足尺试件,并进行了水平低周往复加载试验,分析了龙骨间距、覆面板类型、单面或双面覆板等因素对新型复合墙体试件抗侧性能的影响.新型墙体的覆面板为OSB板与硅晶钙板.试验结果表明:使用矩形钢管连接的新型复合墙体具有良好的整体抗震性能;单面或双面覆板对墙体抗侧性能影响显著,双面覆板的新型复合墙体的屈服荷载约为单面覆板新型复合墙体的2倍;龙骨间距和覆面板材料对墙体抗侧性能的影响相对较小.在试验基础上,使用OpenSEES软件建立了试验墙体的有限元分析模型,并针对矩形钢管壁厚、周边螺钉间距取值进行了参数分析.参数分析结果表明,矩形钢管连接件壁厚取值推荐为2.5 mm,周边螺钉间距推荐取50~100 mm.
