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循环荷载下层理岩石的弹性和衰减各向异性
  • ISSN号:1000-6915
  • 期刊名称:《岩石力学与工程学报》
  • 时间:0
  • 分类:TU45[建筑科学—岩土工程;建筑科学—土工工程]
  • 作者机构:[1]清华大学 水沙科学与水利水电工程国家重点实验室,北京100084
  • 相关基金:国家自然科学基金资助项目(40172084):中国科学院岩土力学重点实验室开放研究基金资助项目(Z110510)
中文摘要:

对具有层理的砂岩进行单轴循环荷载实验,研究砂岩层理对其弹性模量和泊松比的影响。实验表明,垂直层理方向的弹性模量和泊松比小于平行层理方向的弹性模量和泊松比:衰减正好相反,垂直层理方向的衰减大于平行方向的衰减,而某个倾角层理的弹性模量在垂直层理和平行层理荷载的弹性模量之间,泊松比和衰减也是如此。从弹性系数的坐标变换出发,导出方向性模量和泊松比与岩石垂直层理、平行层理的弹性参数的关系,并用最小二乘法来进行拟合测量数据,以此关系来讨论层理砂岩弹性系数的各向异性程度。这种处理可减少计算得到的各向异性参数的误差,在泊松比计算误差较大的情况下也能得到比较理想的结果。计算表明,本实验砂岩泊松比的各向异性大于弹性模量的各向异性。

英文摘要:

Sandstone is a typical sedimentary rock with bedding stratum as a result of weathering, transportation and sedimentation of clastic substances, which possess strong inherent anisotropy in deformation, energy dissipation and wave propagation. The effects of bedding inclination on elastic modulus, Poisson's ratio and attenuation of bedding sandstone are investigated by uniaxial cyclic loading tests. The data of 10 specimens in which the bedding inclinations are from 0° to 90° with increment of 10° are gained, and used to compute the anisotropy of the sandstone instead of the data in the directions parallel and perpendicular to the bedding stratum. Experiments demonstrate that the elastic modulus and Poisson's ratio of sandstone subjected to cyclic loading parallel to bedding are smaller than those of sandstone subjected to cyclic loading perpendicular to bedding, whereas the attenuation of the sandstone subjected to cyclic loading parallel to bedding is larger than that of sandstone subjected to cyclic loading perpendicular to bedding. Elastic modulus, Poisson's ratio and attenuation at any inclination bedding are between those in the directions parallel and perpendicular to bedding. By a transformation of the coordinate system, the equations linking the oriented elastic modulus and Poisson's ratio to the elastic parameters in the directions parallel and perpendicular to bedding of sandstone are obtained. The over-determined set of equations is solved by a least-square method to compute the elastic parameters by which the degree of anisotropy of elastic properties is discussed. This treatment can reduce the errors of computed anisotropic parameters, and even with large error of computed Poisson's ratio, its degree of anisotropy can also be estimated. The anisotropy of elastic modulus, Poisson's ratio and attenuation of Wuhan sandstone are 5.6%, 5.7% and 5.5%, respectively. The anisotropy of Poisson's ratio is larger than that of elastic modulus for Wuhan sandstone.anisotropic parameters, and even w

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期刊信息
  • 《岩石力学与工程学报》
  • 中国科技核心期刊
  • 主管单位:中国科学技术协会
  • 主办单位:中国岩石力学与工程学会
  • 主编:冯夏庭
  • 地址:武汉市武昌小洪山中国科学院武汉岩土力学研究所
  • 邮编:430071
  • 邮箱:rock@whrsm.ac.cn
  • 电话:027-87199250
  • 国际标准刊号:ISSN:1000-6915
  • 国内统一刊号:ISSN:42-1397/O3
  • 邮发代号:38-315
  • 获奖情况:
  • 全国中文核心期刊,中国科协优秀期刊
  • 国内外数据库收录:
  • 美国化学文摘(网络版),荷兰文摘与引文数据库,美国工程索引,日本日本科学技术振兴机构数据库,中国中国科技核心期刊,中国北大核心期刊(2004版),中国北大核心期刊(2008版),中国北大核心期刊(2011版),中国北大核心期刊(2014版),中国北大核心期刊(2000版)
  • 被引量:75823