外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc

文档编号:20206 上传时间:2024-03-19 格式:DOC 页数:63 大小:2.48MB
下载 相关 举报
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第1页
第1页 / 共63页
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第2页
第2页 / 共63页
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第3页
第3页 / 共63页
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第4页
第4页 / 共63页
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第5页
第5页 / 共63页
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第6页
第6页 / 共63页
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第7页
第7页 / 共63页
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第8页
第8页 / 共63页
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第9页
第9页 / 共63页
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第10页
第10页 / 共63页
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第11页
第11页 / 共63页
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第12页
第12页 / 共63页
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第13页
第13页 / 共63页
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第14页
第14页 / 共63页
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第15页
第15页 / 共63页
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第16页
第16页 / 共63页
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第17页
第17页 / 共63页
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第18页
第18页 / 共63页
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第19页
第19页 / 共63页
外文翻译-使用微震震源参数对冲击地压危险性进行评估.doc_第20页
第20页 / 共63页
亲,该文档总共63页,到这儿已超出免费预览范围,如果喜欢就下载吧!
资源描述

1、FROM: PURE AND APPLIED GEOPHYSICS,1998.6,10(1):4165附录Use of Microseismic Source Parameters for Rockburst Hazard AssessmentJANE M. ALCOTT1, PETER K. KAISER1 and BRAD P. SIMSER2 1.Geomechanics Research Centre, Laurentian University, Sudbury, Ontario, P3E 2C6, Canada. 2.Noranda Mining and Exploration L

2、td., Brunswick Mining Division, P.O. Box 3000, Bathurst, New Brunswick, E2A 3Z8, Canada. Abstract:Since 1994 Norandas Brunswick #12 Mine has complemented their MP250/Queens Full Waveform seismic systems with an ISS (Integrated Seismic System). Time histories of ISS source parameter information form

3、a component of the daily ground control decision-making. This paper discusses a methodology for microseismic hazard assessment, which filters ISS data using energy, apparent stress and seismic moment criteria to identify those events that are relevant for the assessment and decision-making process.

4、Seismic events are classified into four groups: (1) no or minor hazard; (2) seismically-triggered, gravity-driven hazards; (3) stress-adjustment-driven hazards resulting in bulking due to rock mass fracturing; and (4) deformation-driven hazards exploiting existing rock mass damage. Three case histor

5、ies from 19941996, for the 1000 Level South and the 850 Level at Brunswick Mine, are analyzed using this technique to calibrate and verify the proposed methodology.Key words: Rockbursts, hazard assessment, microseismicity, source parameters.Introduction Many research efforts have been directed towar

6、d eliminating, mitigating and minimizing rockburst hazard by improved mine design methods, design of energy absorbing or yielding rock support systems, and by better rockburst anticipation techniques (CAMIRO, 1997). Bursting conditions are usually not experienced early in a mines life; and thus litt

7、le effort may be placed on preventing burst-prone conditions during mine planning. If problems are encountered later in mine life, it is often not possible to alter the mining method or sequence and ground control engineers may be forced to live with seismicity, requiring procedures to identifypoten

8、tial rockburst hazards and to ensure adequate ground support to minimize risk. Norandas Brunswick no.12 Mine, located in Bathurst, NB, Canada, is a 9000 tonnes per day, zinc-lead-copper-silver operation. Brunswick has a history of microseismicity and has experienced rockburst-related damage to under

9、ground excavations. The mine has taken a pro-active approach to mitigating rockburst risk by complementing preventative mine design and ground support initiatives with a ground control program that provides 24-hour access to microseismic monitoring data. Brunswick employs three systems for seismic m

10、onitoring: Electrolab MP250 and Queens Full Waveform (FW) systems for event locations, and an Integrated Seismic System (ISS) for event locations and source parameter information. During the study period (19941996), normal daily microseismic activity averaged 400800 FW system triggers and 2040 ISS s

11、ystem triggers; however, these numbers could increase tenfold during periods of intense activity. Typically, 75% of these triggers are cultural noise, stemming from ore passes; fill raises as well as development and production blasts (HUDYMA, 1995). Daily data analyses, at the mine, consist of track

12、ing variations in event location clustering and occurrence frequency, and ISS energy index and cumulative apparent volume time histories analyses. These analyses combined with underground observations currently form the basis for workplace closure and re-opening decisions. Time histories (VAN ASWEGE

13、N and BUTLER, 1993) examine spatial and temporal source parameter variations to monitor rock mass behavior and to predict large magnitude seismic events (potential instabilities). Brunswick has successfully applied this approach, but felt it did not adequately capture or differentiate seismic hazard

14、s, largely because seismicity and seismically-induced damage are not restricted to large mangitude events (GIBOWICZ, 1990). HUDYMA (1995) wrote about seismic-ity at Brunswick, on an individual basis there is not a good correlation between the size of a seismic event magnitude and the level of damage

15、 that may be done. Accepting that current mining conditions and techniques cannot be changed to eliminate rockburst hazards, these hazards must be properly managed as part of a daily ground control decision-making process (e.g., temporary workplace closures and re-openings rehabilitation, support st

16、andard revisions). This paper presents a methodology to assess potential rockburst hazards using microseismic source parameters, which is designed to provide a simple but effective means for incorporating the most relevant source parameters into the daily monitoring and decisionmaking process. The ISS data and observed damage recorded at Brunswick Mine are used to calibrate and verify this methodology.1

展开阅读全文
相关资源
猜你喜欢
相关搜索

当前位置:首页 > 文档资料

网站客服QQ:2356858848

  客服联系电话:18503783681

copyright@ 2008-2022 thwenku网站版权所有

ICP备案:豫ICP备2022023751号-1


>


客服