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METHOD OF DETERMINING STRESSED STATE OF GROUND MASSIF
METHOD OF DETERMINING STRESSED STATE OF GROUND MASSIF
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机译:测定地基应力状态的方法
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摘要
the invention u043eu0442u043du043eu0441u0438u0442u0441u00a0 to construction, namely, the exploration u043du0430u043fu0440u00a0u0436u0435u043du0438u0439 in u0433u0440u0443u043du0442u043eu0432u043eu043c array under the action of working u0433u043eu0440u043du043eu0442u0440u0430u043du0441u043fu043eu0440u0442u043du044bu0445 machines. the purpose of u0438u0437u043eu0431u0440u0435u0442u0435u043du0438u00a0 expanding coverage method by u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 u043au0430u0441u0430u0442u0435u043bu044cu043du044bu0445 u043du0430u043fu0440u00a0u0436u0435u043du0438u0439 horizontal fields at different depths in the array.u0434u043bu00a0 this u043fu0440u043eu0438u0437u0432u043eu0434u00a0u0442 static sensing array and further u0438u0437u043cu0435u0440u00a0u044eu0442 normal u043du0430u043fu0440u00a0u0436u0435u043du0438u00a0 array depth. for selected samples u043fu0440u043eu0438u0437u0432u043eu0434u00a0u0442 ilizarov u0437u043eu043du0434u0438u0440u043eu0432u043eu0447u043du044bu0435 u0438u0441u043fu044bu0442u0430u043du0438u00a0 and further are samples in u0441u043au0430u0448u0438u0432u0430u044eu0449u0435u043c device after u0443u043fu043bu043eu0442u043du0435u043du0438u00a0 on each of them the u0434u0430u0432u043bu0435u043du0438u00a0 values which correspond to the u0441u0442u0443u043fu0435u043du00a0u043c in ilizarov u0437u043eu043du0434u0438u0440u043eu0432u043eu0447u043du044bu0439 u0438u0441u043fu044bu0442u0430u043du0438u00a0u0445.the measured data u0441u0442u0440u043eu00a0u0442 plotted residue from normal and u043au0430u0441u0430u0442u0435u043bu044cu043du044bu0445 u043du0430u043fu0440u00a0u0436u0435u043du0438u0439 at shift. u043au0430u0441u0430u0442u0435u043bu044cu043du044bu0435 u043du0430u043fu0440u00a0u0436u0435u043du0438u00a0 in the depth u043eu043fu0440u0435u0434u0435u043bu00a0u044eu0442 on these graphs based on the measured normal and identified according to the static u0437u043eu043du0434u0438u0440u043eu0432u0430u043du0438u00a0 u044du043au0432u0438u0432u0430u043bu0435 u043du0442u043du044bu0445 u043du0430u043fu0440u00a0u0436u0435u043du0438u0439. 4).
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