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土体小应变特性研究中的边界面模型 被引量:1

Boundary model for research of soil's small strain
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摘要 研究表明,土体小应变特性对准确预测土体的变形起着十分重要的作用,而这一特性很难用传统的本构模型对它加以描述。边界面模型能描述一些经典塑性理论所不能描述的土的真实特性,如何将之进一步加以改进,并有效地应用于土体小应变特性的模拟中是一个有待深入研究的课题。 It抯 shown by research that the soil抯 small strain feature is very important to predict soil抯 deformation, this feature is difficaltly to be described by those traditional constitutive model. The boundary model can describe some real feature that can抰 be described by traditional plastic theory. How to make more improvement and use it to research soil抯 small strain feature is a problem deserving further research..
出处 《岩土力学》 EI CAS CSCD 北大核心 2003年第1期135-138,共4页 Rock and Soil Mechanics
关键词 土体小应变特性 边界面模型 本构模型 土力学 应力 多屈服面模型 boundary model soil small strain constitutive model
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同被引文献10

  • 1Jardine R J,Symes M J,Burland J B.The measurement of soil stiffness in the triaxial apparatus[J].Geotechnique,1984,34(3):323-340.
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  • 3Clayton C R I,Heymann G.Stiffness of geomaterials at very small strains[J].Geotechnique,2001,51(3):245-255.
  • 4Sharma S S,Fahey M.Degradation of stiffness of cemented calcareous soil in cyclic triaxial tests[J].Journal of Geotechnical and Geoenvironmental Engineering.2003,129(7):619-629.
  • 5WANG Da-yan,MA Wei,CHANG Xiao-xiao,et al.Study on the resistance to deformation of artificially frozen soil in deep alluvium[J].Cold Regions Science and Technology.2005,42(3):194-200.
  • 6MA Wei,WU Zi-wang,ZHANG Li-xin,et al.Analyses of process on the strength decrease in frozen soils under high confining pressure[J].Cold Regions Science and Technology,1999,29(1):1-7.
  • 7WANG Da-yan,MA Wei,CHANG Xiao-xiao.Analyses of behavior of stress-strain of frozen Lanzhou loess subjected to K0 consolidation[J].Cold Regions Science and Technology,2004,40(1 -2):19-29.
  • 8吴宏伟,施群.土体的小应变特性(英文)[J].岩土工程学报,1998,20(1):70-75. 被引量:1
  • 9施建勇,赵维炳,LeeFoukhou,ChongPohting.软粘土的各向异性和小应变条件下的本构模型(ASM)[J].岩土力学,2000,21(3):209-212. 被引量:17
  • 10刘元雪,施建勇.岩土小应变问题研究进展[J].地下空间,2001,21(5):349-353. 被引量:3

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