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冻土不同拉伸试验强度差异性研究

于长一, 刘爱民, 郭炳川, 刘文彬

于长一, 刘爱民, 郭炳川, 刘文彬. 冻土不同拉伸试验强度差异性研究[J]. 岩土工程学报, 2019, 41(S2): 157-160. DOI: 10.11779/CJGE2019S2040
引用本文: 于长一, 刘爱民, 郭炳川, 刘文彬. 冻土不同拉伸试验强度差异性研究[J]. 岩土工程学报, 2019, 41(S2): 157-160. DOI: 10.11779/CJGE2019S2040
YU Chang-yi, LIU Ai-min, GUO Bing-chuan, LIU Wen-bin. Different tensile tests on difference of strength of frozen soils[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 157-160. DOI: 10.11779/CJGE2019S2040
Citation: YU Chang-yi, LIU Ai-min, GUO Bing-chuan, LIU Wen-bin. Different tensile tests on difference of strength of frozen soils[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 157-160. DOI: 10.11779/CJGE2019S2040

冻土不同拉伸试验强度差异性研究  English Version

基金项目: 天津市自然科学基金青年项目(16JCQNJC07200); 天津市自然科学基金一般项目(16JCYBJC21700)
详细信息
    作者简介:

    于长一(1988— ),男,博士,主要从事岩土非连续数值模拟算法开发及实验研究。E-mail: yu_longone@163.com。

    通讯作者:

    郭炳川,E-mail:gbc0608@163.com

Different tensile tests on difference of strength of frozen soils

  • 摘要: 冻土拉伸强度是冻土工程设计的重要指标,在试验中发现冻土单轴拉伸强度和四点弯曲拉伸强度值不一致。为此采用细观数值方法,假设细观材料参数符合Weibull分布,采用损伤模型,宏观材料性能符合线弹性假设,分别模拟了单轴拉伸试验和四点弯曲拉伸试验。引入非局部化理论,解释了其强度差异来源于材料均质度,并且定量地给出了材料特征长度和均质度之间的关系。为冻土拉伸强度测量和冻土设计提供理论基础。
    Abstract: The tensile strength of frozen soils is an important index in engineering design. In the tests, it is found that the uniaxial tensile strength of frozen soils is inconsistent with the four-point bending tensile strength. For this reason, the mesoscopic numerical method, assuming that the parameters of mesoscopic materials conform to the Weibull distribution, and the damage model are adopted. The properties of macroscopic materials conform to the linear elastic hypothesis. The uniaxial tensile tests and the four-point bending tensile tests are simulated respectively. By introducing the theory of non-localization, it is explained that the strength difference comes from the homogeneity of the materials, and the relationship between the characteristic length of the materials and the homogeneity is quantitatively given. It provides a theoretical basis for measuring the tensile strength of frozen soils and designing the frozen soils.
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出版历程
  • 收稿日期:  2019-04-28
  • 发布日期:  2019-07-19

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