基于测量的盐岩块体构造应变

IF 0.4 Q4 ENVIRONMENTAL SCIENCES
Z. Szczerbowski, Z. Niedbalski, L. Bednárek
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引用次数: 0

摘要

本文介绍了利用延伸仪探测构造应变表现的测量方法。该仪器用于工程地下施工,作者将其应用于位于外喀尔巴阡山脉构造边界的Bochnia盐矿深部地下老矿巷道,该构造边界通常被认为是构造活动区。本研究具有两个基本特征。第一个是在一个没有大气因素干扰构造信号探测的老矿井深处进行测量。第二种是为了工程目的而进行的常规测量和研究测量的结合,可以扩展对地下工作空间外的位移的观察,以及被延伸计探头穿透的岩体内部的位移。延伸测量使用了三个7米长的截面。结果表明,侧壁上点的位移率存在差异:南部剖面的年位移约为1.5 mm,而北部剖面的年位移约为1 mm。合并后的结果与在进行了扩展测量的开挖中由经典测量确定的年收敛值的量相对应。另外,南侧壁的持续位移涉及到被伸测探头穿透的整个岩体部分,而北侧的位移仅在岩体穿透部分的前2 m处被观测到。这种分化被作者解释为喀尔巴阡山脉从南方施加的构造应变的结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Tectonic strain in salt rock mass based on measurements
The measurement method with the application of an extensometer for the detection of the manifestation of tectonic strain is presented in this paper. The instrument is operated in underground construction for engineering purposes, and the authors applied it in a deeply placed underground old mine gallery in the Bochnia Salt Mine, just at the tectonic boundary of the Outer Carpathians which is commonly considered to be a tectonically active zone. The presented study is characterized by two basic features. The first is the placement of the measurements deep in an old mine which is an environment free of atmospheric factors disturbing the detection of a tectonic signal. The second is a combination of routine measurements carried out for engineering purposes and research measurements enabling the extension of the observation of displacements in the space outside underground workings, inside the rock mass that has been penetrated by extensometer probes. The extensometric measurements have been made using three 7-meter long sections. The results showed the differentiation in the displacement rates of points placed in the side walls: in the southern profile, the annual displacements are approximately 1.5 mm and in the northern one – approximately 1 mm. The combined result corresponds to the amount of the annual convergence value which has been determined by the classical surveys in the excavation where extensometric measurements have been made. What is more, the ongoing displacements in the southern side wall involve the entire part of the rock mass which is penetrated by an extensometric probe, but the displacements in the northern side are only observed in the first 2 m of the penetrated part of the rock mass. This differentiation is interpreted by the authors as being the result of tectonic strain acting from the south exerted by the Carpathians.
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