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ON THE COEFFICIENT OF TEMPERATURE EXPANSION OF FROZEN SOILS

机译:冻土温度膨胀系数的研究

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摘要

The need for investigation of temperature-induced deformations of frozen soils is demonstrated. Basic concepts associated with temperature-induced stresses and strains are cited. The influence of the "aftereffect" of temperature-induced deformations, which are closely associated with the rheology of frozen soils developed by S. S. Vyalov and his students, is briefly described.
机译:证明了需要研究温度引起的冻土变形。引用了与温度引起的应力和应变相关的基本概念。简要介绍了温度引起的变形的“后效应”的影响,这种效应与S. S. Vyalov和他的学生开发的冻土的流变学密切相关。

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  • 来源
    《Soil mechanics and foundation engineering》 |2010年第5期|p.180-188|共9页
  • 作者

    V. P. Merzlyakov; O. L. Rudykh;

  • 作者单位

    Institute of Geocryology, Russian Academy of Sciences, Moscow, Russia and Far East State University for Lines of Communications, Khabarovsk, Russia;

    Institute of Geocryology, Russian Academy of Sciences, Moscow, Russia and Far East State University for Lines of Communications, Khabarovsk, Russia;

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