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METHOD FOR DETERMINATION OF THERMORHEOLOGIC CHARACTERISTICS OF FROZEN FILL-UP LARGE DEBRIS SOILS
METHOD FOR DETERMINATION OF THERMORHEOLOGIC CHARACTERISTICS OF FROZEN FILL-UP LARGE DEBRIS SOILS
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机译:冻结大型碎石土热流变特性的测定方法
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the invention u043eu0442u043du043eu0441u0438u0442u0441u00a0 construction and can u0438u0441u043fu043eu043bu044cu0437u043eu0432u0430u0442u044cu0441u00a0 in definition 2. u0442u0435u0440u043cu043eu0440u0435u043eu043bu043eu0433u0438u0447u0435u0441u043au0438u0445 characteristics used in the construction of underground structures in the north building and climate zone. the purpose of u0438u0437u043eu0431u0440u0435u0442u0435u043du0438u00a0 - improve the accuracy and reliability of the u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 / u0442u0435u0440u043cu043eu0440u0435u043eu043bu043eu0433u0438u0447u0435u0441u043au0438u0445 characteristics.u0432u043eu0437u0432u043eu0434u00a0u0442 embankment of soil u043au0440u0443u043fu043du043eu043eu0431u043bu043eu043cu043eu0447u043du043eu0433u043e not less than four layers of soil formation of at least three zones with different u043bu044cu0434u0438u0441u0442u043eu0441u0442u044cu044e. in each zone, and the set u0434u043bu00a0 u0438u0437u043cu0435u0440u0435u043du0438u00a0 deformations and temperature sensors and the heating elements. in each layer, and the deformation after the stabilization of u043eu0441u0443u0449u0435u0441u0442u0432u043bu00a0u044eu0442 u0441u0442u0443u043fu0435u043du0447u0430u0442u043eu0435 temperature change with u0437u0430u043cu0435u0440u043eu043c deformations at each step.on the data u043eu043fu0440u0435u0434u0435u043bu00a0u044eu0442 u0442u0435u0440u043cu043eu0440u0435u043eu043bu043eu0433u0438u0447u0435u0441u043au0438u0435 u043cu0435u0440u0437u043bu043eu0433u043e soil parameters. 2).
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