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METHOD OF DETERMINING PHYSICAL AND MECHANICAL PROPERTIES AND STRESSED STATE OF ROCK MASSIF

机译:测定岩石质的物理力学性能和应力状态的方法

摘要

the invention u043eu0442u043du043eu0441u0438u0442u0441u00a0 to the case. the aim is to reduce labour intensity. in the circuit of a near its u0437u0430u0431u043eu00a0 set benchmarks in the top, sides and soil development. u0434u043bu00a0 three successive points of time are u0438u0437u043cu0435u0440u00a0u044eu0442 u0441u043cu0435u0449u0435u043du0438u00a0 u043fu0440u0438u043au043eu043du0442u0443u0440u043du044bu0445 species (ps).according to the geological exploration u043eu043fu0440u0435u0434u0435u043bu00a0u044eu0442 indicative u0437u043du0430u0447u0435u043du0438u00a0 physico mechanical characteristics and u043du0430u043fu00a0u0436u0435u043du043du043eu0433u043e u0441u043eu0441u0442u043eu00a0u043du0438u00a0 of rocks. count expected u0441u043cu0435u0449u0435u043du0438u00a0 ap on the basis of the values and compares the expected u0441u043cu0435u0449u0435u043du0438u00a0 with measured.the u0437u043du0430u0447u0435u043du0438u00a0 physico mechanical characteristics of ps and u043du0430u043fu0440u00a0u0436u0435u043du0438u0439 in the u043eu043fu0440u0435u0434u0435u043bu00a0u044eu0442 u0443u0441u043bu043eu0432u0438u00a0 equality of measured and expected variance u0434u043bu00a0 three points the time ti.
机译:发明的情况下,则为“ u043e u0442 u043d u043e u0441 u0438 u0442 u0441 u00a0”。目的是减轻劳动强度。在其 u0437 u0430 u0431 u043e u00a0附近的电路中,在顶部,侧面和土壤发育方面设定了基准。 u0434 u043b u00a0三个连续的时间点是 u0438 u0437 u043c u0435 u0440 u00a0 u044e u0442 u0441 u043c u0435 u0449 u0435 u0435 u043d u0438 u00a0 u043f u0440 u0438 u043a u043e u043d u0442 u0443 u0440 u043d u044b u0445种(ps)。根据地质勘探 u043e u043f u0440 u0435 u0434 u0435 u043b u043b u00a0 u044e u0442指示性 u0437 u043d u0430 u0447 u0435 u043d u0438 u00a0物理力学特性和 u043d u0430 u043f u00a0 u0436 u0435 u043d u043d u043e u0433 u043e u0441 u043e u0441 u044d u043e u00a0 u043d u0438 u00a0岩石。根据值对预期的 u0441 u043c u0435 u0449 u0435 u043d u0438 u00a0 ap进行计数,并将预期的 u0441 u043c u0435 u0449 u0435 u043d u043d u0438 u00a0与实测值进行比较。 u和ps中的u0437 u043d u0430 u0447 u0435 u043d u0438 u00a0的物理力学特性和 u043e u043f u0440中的 u043d u0430 u043f u0440 u00a0 u0436 u0435 u043d u043d u0438 u0439 u0435 u0434 u0435 u043b u00a0 u044e u0442 u0443 u0441 u043b u043e u0432 u0438 u00a0测量和预期方差相等 u0434 u043b u00a0三个点是时间ti。

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