Finite Element Modelling of the Stability of Underground Mining Excavations at Old Mines – Slănic Salt Mine

D. Marian, I. Onica
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Abstract

Abstract The underground mining of the rock salt deposit from Slănic started over 350 years ago, in bell-shape room (Ocna din Deal and Ocna din Vale) and in large trapezoidal rooms (Carol, Mihai and Unirea mines), until 1970, generating a volume of underground excavations of over 5.3 million m3. Over time, these large excavations have lost their stability (collapse of the mines to the surface and various degrees of instability of the Carol and Mihai mines), keeping only the Unirea mine in operation for tourist purposes. This article is a synthesis of the analysis with 3D finite elements, in elasto-plasticity, of the state of stress and strain developed around the excavations and highlighting the factors that led to the loss of their stability, focusing on the Unirea mine.
老矿山地下掘进稳定性的有限元模拟——盐矿
斯洛尼克岩盐矿床的地下开采始于350多年前,在钟形的房间(Ocna din Deal和Ocna din Vale)和大梯形的房间(Carol, Mihai和Unirea矿山)中,直到1970年,地下开采量超过530万立方米。随着时间的推移,这些大型挖掘已经失去了稳定性(矿井坍塌到地表,Carol和Mihai矿井不同程度地不稳定),只有Unirea矿井用于旅游目的。本文以unrea矿为研究对象,综合运用三维有限元弹塑性分析方法对基坑周边的应力应变状态进行了分析,重点分析了导致基坑失稳的因素。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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