Design of Unsupported Rock Pillars in a Room-and-Pillar Underground Structure by the Tributary Area Method and the Pillar Strength Estimation

Soo-Ho Chang, Chulho Lee, Soon-Ju Choi, Jinsuk Hur, J. Hwang
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引用次数: 2

Abstract

Room-and-pillar mining method is one of the most popular underground mining method in the world. If the room-and-pillar mining method is able to be adopted in civil works, it would be highly probable to reduce underground construction costs and to expand a underground structure in use. Therefore, this study aims to analyze the design procedure of unsupported rock pillars which are indispensable to ensure the stability of a room-and-pillar underground structure. Parametric studies on their key design parameters are also carried out for 125 different kinds of design conditions. From the study, the width of a rock pillar is found to show a linear relationship with its corresponding safety factor. The safety factor of a unsupported rock pillar decreased drastically like a negative exponential function as the ratio of room width to pillar width increases in the same rock strength condition. Based on the parametric studies, a design chart to simply evaluate the geometric design parameters of a unsupported rock pillar satisfying a design safety factor is also proposed in this study.
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基于支路面积法和矿柱强度估算的房柱地下结构无支撑矿柱设计
房柱采矿法是目前世界上最流行的地下采矿方法之一。如果土建工程中能够采用房柱采矿法,将极有可能降低地下施工成本,扩大使用中的地下结构。因此,本研究旨在分析保证房柱地下结构稳定所不可缺少的无支撑岩柱的设计过程。在125种不同的设计条件下,对其关键设计参数进行了参数化研究。研究发现,矿柱宽度与其相应的安全系数呈线性关系。在相同岩石强度条件下,随着硐室宽度与矿柱宽度之比的增大,无支护矿柱的安全系数呈负指数函数急剧下降。在参数化研究的基础上,提出了一种简单评价满足设计安全系数的无支护岩柱几何设计参数的设计简图。
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