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Criteria for Predicting the Presence of Voids in Abandoned Subsurface Mine Workings in Zones of Intensive Weathering

机译:预测强风化区废弃地下矿山中空洞存在的标准

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摘要

Empirical criteria (K_1-K_2 > 0 and η-K_3 > 0) for predicting the presence of voids in abandoned shallow underground workings in Donetsk city (Ukraine) located in the zone of intensive weathering are proposed. The voids exist when both inequalities K_1-K_2 > 0 and η-K_3 > 0 are satisfied. The statistical analysis has established that the value of criterion K_2 is inversely related to rock quality designation (RQD) and that a decrease in RQD leads to a decrease in K_1-K_2 and, hence, the probability of the void existence is decreased. It is also established that a statistical parameter η in the left-hand part of inequality η-K_3 > 0 decreases according to logarithmic law with increasing standard linear intensity of weathering-induced fractures (P10). When the fracture intensity (P10) increases, the probability of the presence of a void is decreased. The proposed criteria confirm that a thick immediate roof and sandstone layers contribute to the existence of voids of unknown stability. On the other hand, the probability of existence of these voids decreases with increasing thickness of alluvium and total thickness of argillites and sandy shale layers in the rock mass which in turn suggests a decreased probability of void migration and surface subsidence in the future as this has likely already occurred. The use of the proposed criteria in engineering practice is discussed.
机译:提出了经验准则(K_1-K_2> 0和η-K_3> 0),用于预测位于强烈风化区的顿涅茨克市(乌克兰)废弃浅层地下工程中空洞的存在。当两个不等式K_1-K_2> 0和η-K_3> 0都满足时,存在空隙。统计分析已经确定,准则K_2的值与岩石质量指定(RQD)成反比,并且RQD的降低导致K_1-K_2的降低,因此,减少了孔隙存在的可能性。还可以确定,不等式η-K_3> 0左侧的统计参数η根据对数定律随风化裂缝的标准线性强度(P10)的增加而减小。当断裂强度(P10)增加时,存在空隙的可能性降低。拟议的标准证实,较厚的直接屋顶和砂岩层会导致存在未知稳定性的空隙。另一方面,这些空隙存在的可能性随着岩体中冲积层的厚度以及泥质岩和砂质页岩层总厚度的增加而降低,这反过来表明将来孔隙迁移和地表沉陷的可能性降低,因为可能已经发生了。讨论了建议的标准在工程实践中的使用。

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