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METHOD OF DETERMINATION OF STRESS-STRAIN CHARACTERISTICS OF SOILS

机译:确定土壤应力-应变特征的方法

摘要

the invention u043eu0442u043du043eu0441u0438u0442u0441u00a0 of u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 physico mechanical characteristics of soils in engineering u0438u0437u044bu0441u043au0430u043du0438u00a0u0445 in construction. to improve the accuracy of u0438u0437u043eu0431u0440u0435u0442u0435u043du0438u00a0 u00a0u0432u043bu00a0u0435u0442u0441u00a0 u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0. method u043eu043fu0440u0435u0434u0435u043bu0435u043du0438u00a0 mechanical characteristics of soils u043eu0441u0443u0449u0435u0441u0442u0432u043bu00a0u0435u0442u0441u00a0 as follows.the device includes sensors u0434u0430u0432u043bu0435u043du0438u00a0 consistently located in the casing, with the possibility of u0432u044bu0434u0432u0438u0436u0435u043du0438u00a0 each sensor at a certain point, set in the coordinates u0433u0440u0443u043du0442u043eu0432u043eu0433u043e array by u0432u043du0435u0434u0440u0435u043du0438u00a0 directly into the soil or plants in a u0440u0438u0442u0435u043bu044cu043du043e drilled borehole.u043fu0440u043eu0438u0437u0432u043eu0434u00a0u0442 prior u043eu0431u0436u0430u0442u0438u0435 soil within its elastic deformation by u0434u0435u0444u043eu0440u043cu0438u0440u043eu0432u0430u043du0438u00a0 soil under sensors u0434u0430u0432u043bu0435u043du0438u00a0 by more than 0.2 - 0.5 mm step during deformation. after that, u043eu0441u0443u0449u0435u0441u0442u0432u043bu00a0u044eu0442 u0440u0430u0437u0443u043fu043bu043eu0442u043du0435u043du0438u0435 soil under sensors u0434u0430u0432u043bu0435u043du0438u00a0 by u0443u043cu0435u043du044cu0448u0435u043du0438u00a0 deformation of soil under each transducer 0.2 - 0.5 mm to the target.measurement of u0434u0430u0432u043bu0435u043du0438u00a0 soil on the sensors u043eu0441u0443u0449u0435u0441u0442u0432u043bu00a0u044eu0442 after u0440u0430u0437u0443u043fu043bu043eu0442u043du0435u043du0438u00a0 since contact the ground with a u0434u0430u0432u043bu0435u043du0438u00a0. the results u043eu043fu0440u0435u0434u0435u043bu00a0u044eu0442 mechanical characteristics of the soil. sl
机译:u043e u043f u0440 u0435 u0434 u0435 u0435 u043b u043b u0435 u043d u043d u0438 u00a0的发明物理中的土壤的物理力学特性 u043e u0442 u043d u043e u0441 u0438 u0442 u0438 u0437 u044b u0441 u043a u0430 u043d u0438 u00a0 u0445。提高 u0438 u0437 u043e u0431 u0440 u0435 u0442 u0435 u043d u043d u0438 u00a0 u00a0 u0432 u043b u00a0 u0435 u0442 u0432 u0431 u00a0 u043e u043f u0440的准确性u0435 u0434 u0435 u043b u0435 u043d u0438 u00a0。方法 u043e u043f u0440 u0435 u0434 u0435 u043b u0435 u043d u0438 u00a0土壤的机械特性 u043e u0441 u0443 u0449 u0435 u0441 u0442 u0432 u0432 u043b u00a0 u0435 u0442 u0441 u00a0如下所示。设备包括传感器 u0434 u0430 u0432 u043b u0435 u043d u0438 u00a0始终位于外壳中,并且可能 u0432 u044b u0434 u0434 u0432 u0438 u0436 u0435 u043d u0438 u00a0在某个点上的每个传感器,通过 u0432 u043d u0435 u0434 u043e u0440 u0443 u043d u0432 u043e u0432 u043e u043e u0433 u043e数组中的坐标进行设置u0440 u0435 u043d u0438 u00a0直接进入 u0440 u0438 u0442 u0435 u043b u044c u043d u043e钻孔中的土壤或植物中。 u043f u0440 u04340 u043e u0438 u0437 u0432 u043e u0434 u00a0 u0442先前的 u043e u0431 u0436 u0430 u0442 u0438 u0435内的土壤通过 u0434 u0435 u0444 u043e u0440 u043c u0438 u0440 u043e u0432 u0432 u0430 u043d u0438 u00a0传感器下的土壤 u0434 u0430 u0432 u043b u0435 u043d u0438 u00a0变形期间0.2-0.5 mm的台阶。之后, u043e u0441 u0443 u0449 u0435 u0441 u0442 u0432 u043b u00a0 u044e u0442 u0440 u0430 u0437 u0443 u043f u043f u043b u043e u0442 u043d u0435 u043d u0438 u0435传感器下的土壤 u0434 u0430 u0432 u043b u0435 u043d u0438 u00a0 by u0443 u043c u0435 u043d u044c u0448 u0435 u0435 u043d u0438 u00a0每个传感器下的土壤变形0.2 -距目标0.5毫米。测量 u0434 u0430 u0432 u043b u0435 u043d u0438 u00a0传感器上的土壤 u043e u0441 u0443 u0449 u0435 u0441 u0442 u0432 u0432 u043b u00b0 u0440 u0430 u0437 u0443 u043f u043b u043e u0442 u043d u0435 u043d u0438 u00a0之后的u044e u0442,因为用 u0434 u0430 u0432 u043b u0435 u043d u0438 u00a0。结果 u043e u043f u0440 u0435 u0434 u0435 u043b u00a0 u044e u0442土壤的力学特性。 sl

著录项

  • 公开/公告号SU1636516A1

    专利类型

  • 公开/公告日1991-03-23

    原文格式PDF

  • 申请/专利权人 KALININSKIJ POLT INSTITUT;

    申请/专利号SU19894647943

  • 发明设计人 KHRUSTALEV EVGENIJ NSU;

    申请日1989-02-06

  • 分类号E02D1/00;

  • 国家 SU

  • 入库时间 2022-08-22 05:51:04

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